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HomeMy WebLinkAbout1.0 ApplicationLAND USE APPLICATION Accessory Dwelling Unit, 811 313 County Road, New Castle, CO PID # 239919200003 23 August 2017 Pt9TC43 14 -s#, s 17ecu- 940F 204 Fttml_ l4 o.t�. -1q vot,Rcw- }rLrtr, wrnn�.s An application for an Accessory Dwelling Unit (ADU) on a 633.67 acre parcel located within the Rural zone district of Garfield County, Colorado. Represented by: STAN CLAUSON ASSOCIATES Inc landscape architecture. planning. retort design 4t: north 1.9I1 SUaet Aspen, Colorado 8r6r1 1.9749:s-232 1.97o]q:o.t628 inlotisnplannIng.com Wwr:scaplanning.rom TABLE OF CONTENTS • Project Overview and Code Response • Attachment 1 - Application Form • Attachment 2 - Vicinity Map and Property Description • Attachment 3 - Improvement Survey • Attachment 4 - Ownership Documentation • Attachment 5 - Letter of Authorization • Attachment 6 - Architectural Plans • Attachment 7 - Grading and Drainage Plan • Attachment 8 - Impact Analysis • Attachment 9 - Demonstration of Legal and Physical Water • Attachment 10 - Description of Onsite Wastewater Treatment System and Soils Report • Attachment 11 - Adjacent Property Owners within 200' and Mineral Owners Attachment 12 - Payment Agreement Form • Attachment 13 - Pre -application Conference Summary Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 1 1 Project Overview Robert Chapman (the "Applicant") submits this application for a Land Use Change Permit for an Accessory Dwelling Unit (ADU). This application is submitted in conformance with the Pre - application Conference Summary dated 3 March 2017. The ADU is proposed to be located on a 633.67 -acre parcel located in the Rural zone district of Garfield County (the "Subject Parcel"). The Subject Parcel is part of a greater 1,400 -acre ranch known as Spring Creek Ranch located at 811 313 County Road, New Castle, Colorado. The Subject Parcel currently contains three (3) dwelling units. Two dwelling units were constructed in 1929 and 1939 respectively. Per the Garfield County Community Development Department, these structures are considered legal nonconforming and fall under the restrictions for such uses and structures in Article 10 of the Land Use and Development Code (the "LUDC). The legal nonconforming units are not used as Agricultural Exempt Housing and all units will remain. The third dwelling unit was constructed in1989 and is used as the primary residence for Spring Creek Ranch. As such, the ADU will be the second legally constructed dwelling unit on the Subject Parcel. The proposed ADU will be served by an individual well. A valid well permit has been included as a part of this application as has a 4 -hour pump test and water quality test. The ADU will be served by a new Onsite Waste Water Treatment System (OWTS). An OWTS packet along with soil investigations has been made a part of this application. The ADU will contain 2,369 SF of floor area, as measured pursuant to LUDC methodology. The ADU measures 22'6" to the midpoint of the roof. As such, the proposed ADU meets the dimensional requirements of the underlying zone district for ADUs. The Applicant understands that, in conformance with the requirements stated in the memorandum concerning the notification of mineral interests, dated 24 June 2014 and made a part of the Pre -application Conference Summary, written notice to owners of mineral interest in the subject property will be made pursuant to Section 4101(e) (1) (b) (4). We look forward to working with the Garfield County Community Development Department in connection with this application. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 12 Code Response Article 7: Standards Division 1. General Approval Standards The following standards apply to all proposed Land Use Changes, including divisions of land, unless elsewhere in this Code a use is explicitly exempt from one or more standards. 7-101. ZONE DISTRICT USE REGULATIONS. The Land Use Change shall comply with Article 3, Zoning, including any applicable zone district use restrictions and regulations. The proposed ADU will comply with Article 3, Zoning, including any applicable zone district use restriction and regulations, as applicable. The construction of the ADU will be consistent with the uses, densities, and standards established for the Rural zone district which are intended to protect the existing character of the areas from uncontrolled and unmitigated residential, commercial, and industrial use. Moreover, the ADU will be consistent with the rural residential use pattern of clustering development on a parcel. 7-102. COMPREHENSIVE PLAN AND INTERGOVERNMENTAL AGREEMENTS. The Land Use Change is in general conformance with the Garfield County Comprehensive Plan and complies with any applicable intergovernmental agreement. The proposed ADU is consistent with the Garfield County Comprehensive Plan and complies with applicable intergovernmental agreements, as applicable. 7-103. COMPATIBILITY. The nature, scale, and intensity of the proposed use are compatible with adjacent land uses. The nature, scale, and intensity of the proposed ADU is consistent with adjacent land uses which is generally characterized by large agricultural properties. 7-104. SOURCE OF WATER. All applications for Land Use Change Permits shall have an adequate, reliable, physical, long tern, and legal water supply to serve the use, except for land uses that do not require water, or that contain Temporary Facilities served by a licensed water hauler. The proposed ADU will have adequate, reliable, physical, long term, and legal water supply to serve the residential use. A well permit and water quality investigations have been made a part of this application. 7-105. CENTRAL WATER DISTRIBUTION AND WASTEWATER SYSTEMS. A. Water Distribution Systems. The land use shall be served by a water distribution system that is adequate to serve the proposed use and density. 1. Where water service through a Water Supply Entity is not physically or economically feasible, a central well and distribution system is preferred over individual wells. 2. A Central Water Distribution System is required if: Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 1 3 a. The property is located within 400 feet of a Central Water System, the system is available and adequate to serve the proposed development, and connection is practicable and feasible; or b. The residential development consists of 15 or more dwelling units. Not applicable B. Wastewater Systems. The land use shall be served by a wastewater system that is adequate to serve the proposed use and density. 1. Every effort shall be made to secure a public sewer extension. Where connections to an existing public sewer are not physically or economically feasible, a central collection system and treatment plant is preferred. 2. A central wastewater system is required if a. The property is located within 400 feet of a Sewage Treatment Facility, the system is available and adequate to serve the proposed development, and connection is practicable and feasible. b. The property is not suitable for an OWTS. Septic systems are not permitted on parcels less than 1 acre in size. A new OWTS will be constructed for the proposed ADU. The new OWTS will adequately serve the proposed project. The Subject Parcel is 633 acres, well over the 1 acre requirement for an OWTS. 7-106. PUBLIC UTILITIES. A. Adequate Public Utilities. Adequate Public Utilities shall be available to serve the land use. The proposed ADU will be adequately served by public utilities. B. Approval of Utility Easement by Utility Company. Utility easements shall be subject to approval by the applicable utility companies and, where required, additional easements shall be provided for main switching stations and substations. The Applicant shall work with the utility companies to provide reasonably sized easements in appropriate locations. The Applicant is currently working with Holy Cross Energy in connection with the relocation of a portion of a transmission line that currently passes over the proposed location of the ADU. The relocated transmission line will be provided with an easement where one does not currently exist. It is anticipated that the relocation of the transmission line will be completed this fall, in advance of the construction of the ADU. C. Utility Location. Unless otherwise provided in this Code, the following conditions shall apply to the location of utility services. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page j 4 1. Underground Location. All utilities except major power transmission lines, transformers, switching and terminal boxes, meter cabinets, and other appurtenant facilities shall be located underground throughout the development unless it is demonstrated to the satisfaction of the BOCC that compliance is impractical or not feasible and will result in undue hardship. Existing service lines to the dwelling units are located underground. Pursuant to discussions with Holy Cross Energy, the transmission line that is to be relocated cannot be located underground due to feasibility issues and Holy Cross Energy standard practices. 2. Easement Location. As applied to Subdivisions and Exemptions, all utility lines, including appurtenances, shall be placed either within roads or public rights-of-way. Not applicable. 3. Dimensional Requirements. a. Easements centered on common Rear Lot Lines shall be at least 16 feet wide. Not applicable. b. Where an easement abuts a Rear Lot Line that is not the Rear Lot Line of another lot, or that is on the perimeter of the development, the easement width shall be a minimum of 10 feet. Not applicable. c. Where inclusion of utilities within the Rear Lot Line is impractical due to topographical or other conditions, perpetual unobstructed easements at least 10 feet in width shall be provided alongside Lots Lines with satisfactory access to the road or Rear Lot Line. Not applicable. d. Where easements are combined with a water course, drainage way, channel, or stream and the use would be in conflict with drainage requirements or Wetlands, an additional utility easement of at least 10 feet in width shall be provided. Not applicable. e. Multiple use of an easement is encouraged to minimize the number of easements. Not applicable. D. Dedication of Easements. All utility easements shall be dedicated to the public. Drainage easement may be dedicated to either the public or to an HOA. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page Is Not applicable. E. Construction and Installation of Utilities. Applicants shall make the necessary arrangements with each service utility for the construction and installation of required utilities. Utilities shall be installed in a manner that avoids unnecessary removal of trees or excessive excavations, and shall be reasonably free from physical obstructions. Pursuant to discussions with Holy Cross Energy, the transmission line that is to be relocated cannot be located underground due to feasibility issues and Holy Cross Energy's standard practices. The relocation of the transmission line does not require removal of trees or excessive excavations and is reasonably free from physical obstructions. F. Conflicting Encumbrances. Easements shall be free from conflicting legal encumbrances. To our knowledge, the proposed easement that will contained the relocated transmission line is free from conflicting legal encumbrances. 7-107 Access and Roadways All roads shall be designed to provide for adequate and safe access and shall be reviewed by the County Engineer. Using Table 7-107: Roadway Standards as a reference, the existing driveway is currently and will continue to be classified as Primitive/Driveway. The Average Daily Trip (ADT) is calculated using two legal and occupied (2) dwelling units accessing the driveway, including the existing primary residence and the proposed ADU. The ADT therefore equates to 19.14. As a Primitive/Driveway, the existing driveway will have a Minimum ROW Width of 15 feet, a single Lane Width of 12 feet, meet required shoulder widths, and, if determined necessary for adequate drainage, a Ditch Width of 3 feet. As determined by Table 7-107, the driveway will meet a cross slope of 2%, maximum grade will be 12%, and the minimum radius will be 40 feet. The driveway will continue to be native material. A. Access to Public Right -of -Way. All lots and parcels shall have legal and physical access to a public right-of-way. The proposed ADU will utilize the existing legal and physical access currently used by Spring Creek Ranch. B. Safe Access. Access to and from the use shall be safe and in conformance with applicable County, State, and Federal access regulations. Where the Land Use Change causes warrant(s) 7-4 for improvements to State or Federal highways or County Roads, the developer shall be responsible for paying for those improvements. The proposed ADU will be accessed off of the existing drive leading to the main residence. The extension of the driveway leading directly to the ADU is in Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 16 conformance with applicable County, State, and Federal access regulations, to the best of our knowledge. C. Adequate Capacity. Access serving the proposed use shall have the capacity to efficiently and safely service the additional traffic generated by the use. The use shall not cause traffic congestion or unsafe traffic conditions, impacts to the County, State, and Federal roadway system shall be mitigated through roadway improvements or impact fees, or both. The existing driveway and the proposed driveway extension will have the capacity to efficiently and safely service the minimal additional traffic generated by the ADU. Traffic congestion or unsafe traffic conditions are not anticipated. D. Road Dedications. All rights-of-way shall be dedicated to the public and so designated on the Final Plat. They will not, however, be accepted as County roads unless the BOCC specifically designates and accepts them as such. Not applicable. E. Impacts Mitigated. Impacts to County roads associated with hauling, truck traffic, and equipment use shall be mitigated through roadway improvements or impact fees, or both. No impacts to County roads associated with hauling, truck traffic, and equipment will be created in connection with the proposed ADU beyond the minimal amount of traffic that may be generated through the construction process. F. Design Standards. Roadways, surfaces, curbs and gutters, and sidewalks. 1. Circulation and Alignment. The road system shall provide adequate and efficient internal circulation within the development and provide reasonable access to public highways serving the development. Roads shall be designed so that alignments will join in a logical manner and combine with adjacent road systems to form a continuous route from 1 area to another. Not applicable. 2. Intersections. No more than 2 streets shall intersect at 1 point, with a minimum of 200 feet between off -set intersections, unless otherwise approved by the County. Not applicable. 3. Street Names. Street names shall be consistent with the names of existing streets in the same alignment. There shall be no duplication of street names in the County. Not applicable. 4. Congestion and Safety. The road system shall be designed to minimize road congestion and unsafe conditions. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 17 Not applicable. 5. Continuation of Roads and Dead -End Roads. Roads shall be arranged to provide for the continuation of major roads between adjacent properties when appropriate and necessary for traffic movement, effective fire protection, or efficient provision of utilities. a. If the adjacent property is undeveloped and the road must be temporarily dead - ended, right-of-way shall be extended to the property line and the BOCC may require construction and maintenance of a turnaround for temporary use. The Final Plat shall include a Plat notation that land outside the normal road right-of-way shall revert to abutting property owners when the road is continued, after compliance with the County road vacation process. Not applicable. b. Dead-end streets may be permitted provided they are not more than 600 feet in length and provide for a cul-de-sac or a T-shaped turnaround based on the following design standards. The BOCC may approve longer cul-de-sacs for topographical reasons if adequate fire protection and emergency egress and access can be provided. (1) Cul-de-sacs shall have a radius of at least 45 feet measured from the center of the cul-de-sac, and a) Nonresidential development shall have at least a 75 -foot right-of-way where tractor trailer trucks will enter the property; and (b) Residential development shall have a 50- foot right-of-way; (2) T-shaped Turnaround. (a) (b) Not applicable. Nonresidential development shall have a minimum turning radius of 75 feet where tractor trailer trucks will enter the property; and Residential development shall have a minimum turning radius of 50 feet. c. Dead-end streets shall be discouraged, except in cases where the dead-end is meant to be temporary with the intent to extend or connect the right-of-way in the future. If a dead-end street is approved, room for plowed snow storage shall be included by providing a T-shaped turnaround with a minimum turning radius of 50 feet for residential development and 75 feet for commercial/industrial development where tractor trailer trucks will enter the property. A dead-end street is different from a cul-de-sac in that a dead-end street has no permanent turnaround at the end of the street. Not applicable. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 18 6. Relationship to Topography. Streets shall be designed to be compatible with the topography, creeks, wooded areas, and other natural features. Combinations of steep grades and curves should be avoided. When, due to topography, hazards or other design constraints, additional road width is necessary to provide for the public safety by cut and/o• fill area, drainage area, or other road appurtenances along roadways, then dedication or right -of way in excess of the minimum standards set forth in this Code shall be required. Not applicable. 7. Erosion and Drainage. The road system shall minimize erosion and provide for efficient and maintainable drainage structures. Not applicable. 8. Commercial and Lndustrial. The roads and access in commercial and industrial developments shall be designed to minimize conflict between vehicular and pedestrian traffic. Not applicable. 9. Emergency Access and Egress. Roads shall be designed so as to provide emergency access and egress for residents, occupants, and emergency equipment. Emergency access shall comply with provisions of the International Fire Code and requirements of applicable emergency services, such as fire protection, ambulance, and law enforcement. The proposed driveway extension has been designed to provide adequate ingress and egress for emergency vehicles and equipment, residents, and occupants. 10. Traffic Control and Street Lighting. Traffic control devices, street signs, street lighting, striping, and pedestrian crosswalks are to be provided as required by the County Road and Bridge Department or other referral agencies. Not applicable. 11. Drainage Structures. a. Roadway drainage structures such as bridges, culverts, cross pans, inlets, and curbs and gutters shall be provided as determined by design and in conformance with the County road standards. b. Culverts are required where driveways connect to roadways unless specifically exempted by the County Road and Bridge Department. It is the responsibility of the property owners to maintain their culverts free and clear of nod, silt, debris, and ice. Water that flows out of driveways must be diverted to ditches. Damage to a road caused by a blocked culvert, lack of culvert, or driveway Runoff is the responsibility of the property owner and costs of repairs by the County may be billed to the property owner as authorized by C.R.S. Title 43, Article 5. Not applicable. 12. Roadside Ditches. Water flowing in roadside ditches shall be diverted away from the road as quickly as possible. In no case shall water travel in a roadside ditch for a distance greater than Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 19 800 feet or have a flow greater than 5 cubic feet per second during a 25 -year, 24-hour storm event. Not applicable. 7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS. Land subject to identified Natural and Geologic Hazards, such as falling rock, landslides, snow slides, mud flows, radiation, flooding, or high water tables, shall not be developed unless it has been designed to eliminate or mitigate the potential effects of hazardous site conditions as designed by a qualified professional engineer and as approved by the County. Not applicable 7-109. FIRE PROTECTION. A. Adequate Fire Protection. Adequate fire protection will be provided for each land use change as required by the appropriate fire protection district. The Applicant will provide adequate and appropriate fire protection as required and in accordance to the fire protection district. B. Subdivisions. All divisions of land must be reviewed and approved by the appropriate fire protection district for adequate primary and secondary access, fire lanes, water sources for fire protection, fire hydrants, and maintenance provisions. Not applicable DIVISION 2. GENERAL RESOURCE PROTECTION STANDARDS. The following resource protection standards apply to all proposed Land Use Changes, including divisions of land unless elsewhere in this Code a use is explicitly exempt from 1 or more standards. 7-201. AGRICULTURAL LANDS. A. No Adverse Effect to Agricultural Operations. Land Use Changes on lands adjacent to or directly affecting agricultural operations shall not adversely affect or otherwise limit the viability of existing agricultural operations. Proposed division and development of the land shall minimize the impacts of development on Agricultural Lands and agricultural operations, and maintain the opportunity for agricultural production. The proposed project shall not adversely affect or limit the viability of existing agricultural operations adjacent to or directly in contact with the proposed ADU. Existing agricultural operations have been considered in the planning of the proposed ADU. B. Domestic Animal Controls. Dogs and other domestic animals that are not being used to assist with the herding or the care of livestock shall not be permitted to interfere with livestock or the care of livestock on Agricultural Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23August 2017 Page 1 10 Lands. The County shall require protective covenants or deed restrictions as necessary to control domestic animals. Domestic animals, if present, will not interfere with the livestock or the care of livestock on Agricultural Lands. C. Fences. The County is a Right to Farm County consistent with section 1-301. Fences shall be constructed to separate the development from adjoining Agricultural Lands or stock drives as required to protect Agricultural Lands by any new development and to separate new development from adjoining agricultural operations. All parts of the fencing including such items as gates, cattle guards, boards, posts, and wiring shall be maintained by the owner, HOA, or other responsible entity. To the extent that new fencing is constructed in conjunction with the proposed ADU, the fencing will be constructed so as to separate the development from adjoining Agricultural Lands or stock drives as required to protect Agricultural Lands by any new development and to separate new development from adjoining agricultural operations. All parts of the fencing including such items as gates, cattle guards, boards, posts, and wiring shall be maintained by the Applicant. D. Roads. Roads shall be located a sufficient distance back from the property boundaries so that normal maintenance of roads, including snow removal, will not damage boundary fences. Dust control shall be required, both during and after construction, to minimize adverse impacts to livestock and crops. Not applicable E. Ditches. 1. Colorado State Statutes, C.R.S. 37-86-102, provides that "any person owning a water right or conditional water right shall be entitled to a right-of-way through the lands which lie between the point of diversion and point of use or proposed use for the purpose of transporting water for beneficial use in accordance with said water right or conditional water right." A plat note shall be placed on all final plats and site plans for land use change permits for properties that are impacted by, or contain, irrigation ditches. The proposed ADU will have no impact on existing water rights or conditional water right. 2. The Colorado Constitution Article XVI, Section 7 provides that all persons and corporations shall have the right-of-way across public, private and corporate lands for the construction of ditches for the purposes of conveying water for domestic, agricultural, mining, manufacturing and drainage purposes upon just compensation. The proposed ADU will not have any impact on the ability of persons and corporations to enter the Property for the construction of ditches for conveying water for domestic, agricultural, mining, manufacturing, and drainage purposes to the extent access is necessary and approved. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 111 3. Rights -of -Way. The land use change shall not interfere with the ditch rights-of-way. The proposed ADU will not interfere with ditch rights -of -ways. 4. Maintenance. Where irrigation ditches cross or adjoin the land proposed to be developed, the developer shall insure that the use of those ditches, including maintenance, can continue uninterrupted. No ditch crosses or adjoins the land where the ADU is proposed to be located. The Applicant will ensure existing ditches located on the Property are maintained, and their use is uninterrupted. 5. Maintenance Easement. A maintenance easement shall be indicated on any Final Plat for the division of land or for the final development plan for any other land use. The Applicant shall provide a letter from the ditch owner accepting that the development proposal will have no impact on their ability to maintain the ditch and that an adequate maintenance easement is possible. No structure or fence shall be placed within the right-of-way or easement without written permission from the appropriate ditch owner. Not applicable. 6. Ditch Crossings. Ditch crossings shall respect the rights of ditch owner(s) to operate and maintain their ditch without increased burden of maintenance or liability. Development shall minimize ditch crossings. At a minimum, all irrigation ditch crossings shall: a. Require the crossing be sized to not interfere with ditch operations or change existing hydraulic flow characteristics; b. Provide vehicle and maintenance equipment access to the ditch from both sides of the ditch crossing from all roads for use by the ditch owner(s); c. Prior to permit application, or construction within the ditch right-of-way the Applicant shall provide a letter from the ditch company regarding agreement with standards contained in the proposed crossing; d. The BOCC may require specific improvements to ditch crossings if determined to be necessary in the review process, particularly if these improvements are required to address safety concerns. Not applicable. 7. Referral to Ditch Owner. Application for Division of Land or Land Use Change Permit that may affect or impact any ditch right-of-way shall include the none and mailing address of the ditch owner. (This information may be obtained by contacting the Water Commissioner at the Colorado Division of Water Resources to determine the ditch owner for purposes of requesting review and continent on the development proposal). Not applicable. 8. Drainage. Application for Division of Land or Land Use Change Permit that includes any improvements located adjacent to or below grade of an irrigation ditch shall address and mitigate potential impacts to the irrigation ditch in a drainage plan. The drainage plan shall demonstrate that the drainage will not impair operation of the ditch. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page j 12 The proposed ADU is located below a pasture that is flood irrigated. A drainage plan has been made a part of this application to intercept any water flowing across the pasture and before it interacts with the proposed ADU. No impacts are anticipated with the construction of the ADU which would impair the operations of any ditch. 9. Water Quality and Stormwater Management. No development or changes in land use shall channel surface waters into any irrigation ditch without the written consent of the ditch owner, The proposed project will not channel any surface water into any irrigation ditch. 7-202. WILDLIFE HABITAT AREAS. The Applicant shall consult with the Colorado Parks and Wildlife or a qualified wildlife biologist in determining how best to avoid or mitigate impacts to wildlife habitat areas. Methods may include, but are not limited to, 1 or more of the following: A. Buffers. Visual and sound buffers shall be created through effective use of topography, vegetation, and similar measures to screen structures and activity areas from habitat areas. B. It is not anticipated that the ADU will created any impacts to wildlife habitat areas. To the extent that habitat areas are present adjacent to the proposed ADU, visual and sound buffers will be created if required. Locational Controls of Land Disturbance Not applicable. Land disturbance shall be located so that wildlife is not forced to use new migration corridors, and is not exposed to significantly increased predation, interaction with vehicles, intense human activity, or more severe topography or climate. It is not anticipated that the ADU will created any impacts to wildlife habitat areas. The proposed ADU is not believed to be within a migration corridor. The proposed ADU is located in a previously developed area. C. Preservation of Native Vegetation. 1. Proposed Land Use Changes are designed to preserve large areas of vegetation utilized by wildlife for food and cover, based upon recommendations by the Colorado Parks and Wildlife. It is not anticipated that the ADU will created any impacts to wildlife habitat areas. 2. When native vegetation must be removed within habitat areas, it shall be replaced with native and/o• desirable nonnative vegetation capable of supporting post -disturbance land use. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 113 It is not anticipated that the ADU will created any impacts to wildlife habitat areas. 3. Vegetation removed to control noxious weeds is not required to be replaced unless the site requires revegetation to prevent other noxious weeds from becoming established. If noxious weeds are removed, native revegetation will be employed for aesthetic and to control future noxious weed growth. D. Habitat Compensation. Where disturbance of critical wildlife habitat cannot be avoided, the developer may be required to acquire and permanently protect existing habitat to compensate for habitat that is lost to development. Not applicable. E. Domestic Animal Controls. The County may require protective covenants or deed restrictions as necessary to control domestic animals by fencing or kenneling. If required, the Applicant will consider fencing and/or kenneling to control domestic animals. 7-203. PROTECTION OF WATERBODIES. A. Minimum Setback. 1. A setback of 35 feet measured horizontally from the Typical and Ordinary High Water Mark (TOHWM) on each side of a Waterbody is required. The proposed ADU is not located within 35 feet of a Waterbody. 2. In the case of entrenched or incised streams, where the vertical distance from the bank exceeds 25 feet, all activities, except for those referenced in section 7-203.A.3, will adhere to a setback of 2.5 times the distance between the TOHWMs or 35 feet, whichever is less. The proposed ADU is not located within 35 feet of a Waterbody. 3. A minimum setback of 100 feet measured horizontally from the TOHWM shall be required for any storage of hazardous materials and sand and salt for use on roads. Not applicable. No hazardous materials, sand, or salt for use on roads will be stored in connection with the proposed ADU. B. Structures Permitted In Setback. Irrigation and water diversion facilities, flood control structures, culverts, bridges, pipelines, and other reasonable and necessary structures requiring some disturbance within the 35 foot setback may be permitted. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 114 Not applicable. C. Structures and Activity Prohibited in Setback. Unless otherwise permitted or approved, the following activities and development shall be prohibited in the 35 foot setback: 1. Removal of any existing native vegetation or conducting any activity which will cause any Toss of riparian arca unless it involves the approved removal of noxious weeds, nonnative species, or dead or diseased trees. Not applicable. 2. Disturbance of existing natural surface drainage characteristics, sedimentation patterns, flow patterns, or flood retention characteristics by any means, including without limitation grading and alteration of existing topography. Measures taken to restore existing topography to improve drainage, flow patterns, and flood control must be approved. A grading plan has been included with this application. The existing natural surface will be modify to protect the ADU from flood irrigation activities. D. Compliance with State and Federal Laws. Any development impacting a Wate•body shall comply with all applicable state and federal laws, including, but not limited to, CDPHE water quality control division regulations and the Army Corp of Engineers regulations and permitting for waters of the U.S Not applicable. 7-204 DRAINAGE AND EROSION. A. Erosion and Sedimentation. Excluding Grading activities for agricultural purposes, development disturbing 1 acre or more is subject to the CDPHE National Pollutant Discharge Elimination System Permit, unless otherwise exempted by CDPHE. Not applicable. The proposed ADU will not disturb more than 1 acre. B. Drainage 1. Site Design to Facilitate Positive Drainage. Lots shall be laid out to provide positive drainage away from all buildings. 2. Coordination with Area Storni Drainage Pattern. Individual lot drainage shall be coordinated with the general storm drainage pattern for the area. a. Drainage ditches shall have a minimum Slope of no less than 0.75%. Energy dissipaters or retention ponds shall be installed in drainage ditches where flows are in excess of 5 feet per second. Ditches adjacent to roads shall have a maximum Slope of 3:1 on the inside and outside edges, except where there is a cut Slope on the outside edge, in which case the edge of the ditch shall be matched to the cut Slope. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 115 b. Subdrains shall be required for all foundations where possible and shall divert away from building foundations and daylight to proper drainage chancels. c. Avoid Drainage to Adjacent Lots. Drainage shall be designed to avoid concentration of drainage from any lot to an adjacent lot. All stormwater will drain away from all buildings and will be diverted away by the appropriate drainage swales. Please see attached site plan which details positive grading techniques. C. Stormwater Run -Off. These standards shall apply to any new development within 100 feet of a Waterbody and to any other development with 10,000 square feet or more of impervious surface area. Not applicable. The proposed ADU is not located within 100 feet of a Waterbody and will not create 10,000 SF or more of impervious surfaces. 1. Avoid Direct Discharge to Streams or Other Waterbodies. Stormwater Runoff from project areas likely to contain pollutants shall be managed in a manner that provides for at Least 1 of the following and is sufficient to prevent water quality degradation, disturbance to adjoining property, and degradation of public roads. a. Runoff to Vegetated Areas. Direct run-off to stable, vegetated areas capable of maintaining Sheetflow for infiltration. Vegetated receiving areas should be resistant to erosion from a design storm of 0.5 inches in 24 hours. b. On -Site Treatment. On-site treatment of stormwater prior to discharge to any natural Waterbody by use of best management practices designed to detain or infiltrate the Runoff and approved as part of the stormwater quality control plan prior to discharge to any natural Waterbody. c. Discharge to Stormwater Conveyance Structure. Discharge to a stormwater conveyance structure designed to accommodate the projected additional flows from the proposed project, with treatment by a regional or other stormwater treatment facility. Not applicable. 2. Minimize Directly -Connected Impervious Areas. The site design shall minimize the extent of directly -connected impervious areas by including the following requirements: a. Drainage Through Vegetated Pervious Buffer Strips. Runoff from developed impervious surfaces (rooftops, Parking Lots, sidewalks, etc.) shall drain over stable, vegetated pervious areas before reaching stormwater conveyance systems or discharging to Waterbodies. b. Techniques Used in Conjunction with Buffer Strip. The requirement that all impervious areas drain to vegetated pervious buffer strips may be reduced if the outflow from the vegetated pervious buffer strip is directed to other stormwater treatment methods. Examples of other potential techniques to be used in Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 116 conjunction with vegetated pervious buffer strip are: infiltration devices, grass depressions, constructed Wetlands, sand filters, dry ponds, etc. c. Grass Buffer Strip Slope Design. When impervious surfaces drain onto grass buffer strips, a Slope of Tess than 10% is encouraged, unless an alternative design is approved by the County. Not applicable. 3. Detain and Treat Runoff. Permanent stormwater detention facilities are required to be designed to detain flows to historic peak discharge rates and to provide water quality benefits and maintained to ensure function. Design criteria for detention facilities include: a. Detention facilities shall ensure the post -development peak discharge rate does not exceed the pre -development peak discharge rate for the 2 -year and 25 -year return frequency, 24- hour duration storm. In determining Runoff rates, the entire area contributing Runoff shall be considered, including any existing offsite contribution. b. To minimize the threat of major property damage or loss of life, all permanent stormwater detention facilities oust demonstrate that there is a safe passage of the 100 -year storm event without causing property damage. c. Channels downstream from the sto•mwater detention pond discharge shall be protected from increased channel scour, bank instability, and erosion and sedimentation from the 25 -year return frequency, 24-hour design storm. d. Removal of pollutants shall be accomplished by sizing dry detention basins to incorporate a 40 -hour emptying time for a design precipitation event of 0.5 inches in 24 hoes, with no more than 50% of the water being released in 12 hours. If retention ponds are used, a 24-hour emptying time is required. For drainage from Parking Lots, vehicle maintenance facilities, or other areas with extensive vehicular use, a sand and oil grease trap or similar measures also may be required. To promote pollutant removal, detention basins length -to -width ratio should be not less than 2, with a ratio of 4 recommended where site constraints allow. A sedimentation "forebay" is recommended to promote long-term functioning of the structure. Access to both the forebay and pond by maintenance equipment is required. e. Culverts, drainage pipes, and bridges shall be designed and constructed in compliance with AASHTO recommendations for a water live load. Not applicable. 7-205. ENVIRONMENTAL QUALITY. A. Air Quality. Any Land Use Change shall not cause air quality to be reduced below acceptable levels established by the Colorado Air Pollution Control Division. The proposed ADU will not cause air quality to be reduced below established levels. B. Water Quality. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 117 At a minimum, all hazardous materials shall be stored and used in compliance with applicable State and Federal hazardous materials regulations. Not applicable. No hazardous materials will be stored or used in connection with the proposed ADU. 7-206. WILDFIRE HAZARDS. The following standards apply to areas subject to wildfire hazards as identified 011 the County Wildfire Susceptibility Index Map as indicated in the Comity's Community Wildfire Protection Plan. A. Location Restrictions. Development associated with the land use change shall not be located in any area designated as a severe wildfire Hazard Area with Slopes greater than 30% or within a fire chimney as identified by the Colorado State Forest Service. Not applicable. The proposed ADU will be located in an area identified as 'N/R' per the Wildfire Susceptibility Map. 13. Development Does Not Increase Potential Hazard. The proposed Land Use Change shall be developed in a manner that does not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. The proposed ADU will not increase the potential intensity or duration of a wildfire, or adversely affect wildfire behavior or fuel composition. The proposed ADU is located in a built-up area. C. Roof Materials and Design. Roof materials shall be made of noncombustible materials or other materials as recommended by the local fire agency. Roof materials utilized on the proposed ADU will be made of noncombustible materials. Recommendations made by the local fire agency will be considered. 7-207. NATURAL AND GEOLOGIC HAZARDS. A. Utilities. Above -ground utility facilities located in Hazard Areas shall be protected by barriers or diversion techniques approved by a qualified professional engineer. The determination to locate utility facilities above ground shall be based upon the recommendation and requirements of the utility service provider and approved by the County. Not applicable B. Development in Avalanche Hazard Areas. Development may be permitted to occur in Avalanche Hazard Areas if the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and the plan approved by the County. Not applicable Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 118 C. Development in Landslide Hazard Areas. Development may be permitted to occur in Landslide Hazard Areas only if the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and as approved by the County. Not applicable D. Development in RockfaII Hazard Areas. Development shall be permitted to occur in rockfall Hazard Areas only if the Applicant demonstrates that the development cannot avoid such areas and the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or a qualified professional geologist, and as approved by the County. Not applicable. E. Development in Alluvial Fan Hazard Area. Development shall only be permitted to occur in an alluvial fan if the Applicant demonstrates that the development cannot avoid such areas, and the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and as approved by the County Not applicable F. Slope Development. Development or Slopes 20% or greater shall only be permitted to occur if the Applicant demonstrates that the development complies with the following minimum requirements and standards, as certified by a qualified professional engineer, or qualified professional geologist, and as approved by the County. Not applicable G. Development on Corrosive or Expansive Soils and Rock. Development in areas with corrosive or expansive soils and rock shall be designed based upon an evaluation of the development's effect on Slope stability and shrink -swell characteristics. Development shall be permitted only if the Applicant demonstrates that the development cannot avoid such areas and the development complies with design, construction stabilization, and maintenance measures certified by a qualified professional engineer, or qualified professional geologist, and is approved by the County. Not applicable H. Development in Mudflow Areas. Development shall be permitted in a mudflow area only if the Applicant demonstrates that the development cannot avoid such areas, and the development adequately employs, construction stabilization, and mitigation and maintenance measures as designed by a qualified professional engineer, or qualified professional geologist, and as approved by the County. Not applicable Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 119 Development Over Faults. Development shall be permitted over faults only if the Applicant demonstrates that such areas cannot be avoided and the development complies with mitigation measures based on geotechnical analysis and recommendations, as certified by a qualified professional engineer, or qualified professional geologist, and approved by the County. Not applicable 7-208. RECLAMATION. Not applicable DIVISION 3. SITE PLANNING AND DEVELOPMENT STANDARDS. Unless a use is explicitly identified elsewhere in this Code as being exempt from 1 or more standards, the following standards shall apply to all uses, divisions of land and PUDs. Single family dwelling units, are specifically exempt from these Division 3 standards. 7-301. COMPATIBLE DESIGN. The design of development associated with the land use change shall be compatible with the existing character of adjacent uses. A. Site Organization. The site shall be organized in a way that considers the relationship to streets and lots, solar access, parking, pedestrian access, and access to common areas. The proposed ADU will be sited so that relationships to streets and lots, solar access, parking, pedestrian access, and access to common areas has been closely considered. B. Operational Characteristics. The operations of activities on the site shall be managed to avoid nuisances to adjacent uses relating to hours of operations, parking, service delivery, and location of service areas and docks. 1. Dust, odors, gas, fumes, and glare shall not be emitted at levels that are reasonably objectionable to adjacent property. 2. Noise shall not exceed State noise standards pursuant to C.R.S., Article 12 of Title 25, unless the use is regulated by the COGCC. In this case, the use shall be subject to COGCC Rules regarding noise abatement. 3. Hours of operation shall be established to minimize impacts to adjacent land uses. Not applicable. The proposed ADU will not have any operational characteristics that will be considered a nuisance. C. Buffering. Buffering shall be installed to mitigate visual, noise, or similar impacts to adjacent property whenever adjacent uses are in a different zone district. Not applicable. The proposed ADU is not located next to a different zone district nor will the use create a nuisance. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 120 D. Materials. Exterior facades shall be constructed with materials that do not detract from adjacent buildings or uses. The proposed ADU will utilize exterior materials that will be compatible with adjacent buildings and adjacent agricultural uses. 7-302. OFF-STREET PARKING AND LOADING STANDARDS Per Table 7-302.A: Minimum Off -Street Parking Standards by Use, the proposed ADU will be provided with two (2) spaces located immediately adjacent to the ADU. No off-street loading is anticipated in conjunction with the proposed ADU. 7-303. LANDSCAPING STANDARDS. Single -Family Dwelling Units, Accessory Dwelling Units, Industrial Uses and all uses located fully within a parcel of land in an Industrial Zone District are exempt from this section. Not applicable. The proposed ADU use is specifically exempted. 7-304. LIGHTING STANDARDS Any exterior lighting shall meet the following coalitions: A. Downcast Lighting. Exterior lighting shall be designed so that light is directed inward, towards the interior of the Subdivision or site. Exterior lighting will be designed so that light is directed inward, towards the interior of the site. B. Shielded Lighting. Exterior lighting shall be fully shielded or arranged in a manner so that concentrated rays of light will not shine directly onto other properties. Exterior lighting will be fully shielded or arranged in a manner so that concentrated rays of light will not shine directly onto other properties. C. Hazardous Lighting. The direct or reflected light from any light source shall not create a traffic hazard. Colored lights shall not be used in such a way as to be confused or construed as traffic control devices. The proposed ADU is not located adjacent to a public road where lighting could create a traffic hazard. D. Flashing Lights. Blinking, flashing, or fluttering lights, or other illuminated device that has a changing light intensity, brightness, or color, shall be prohibited in all zone districts.A No blinking, flashing, or fluttering lights, or other illuminated device that has a changing light intensity, brightness, or color will be utilized. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 121 E. Height Limitations. Light sources which exceed 40 feet in height shall not be permitted except for temporary holiday displays or as required by local, State or Federal regulations. It is not anticipated that the proposed ADU will have light sources exceeding 40 feet. 7-305. SNOW STORAGE STANDARDS This proposed ADU, as a residential project, is exempt. 7-306. TRAIL AND WALKWAY STANDARDS A. Recreational and Community Facility Access. A multi -nodal connection, such as a trail or sidewalk, shall be provided in a development where links to schools, shopping areas, parks, trails, greenbelts, and other public facilities are feasible. Not applicable 13. Safety. Special structures and/or traffic control devices may be required at road crossings to avoid unsafe road crossings. Not applicable C. Maintenance. Suitable provisions for maintenance of trail and walkway systems shall be established through a perpetual association, corporation, or other mems acceptable to the County. Not applicable DIVISION 7. ADDITIONAL STANDARDS FOR RESIDENTIAL USES. 7-701. ACCESSORY DWELLING UNIT. A. Maximum Floor Area. The Floor Area of an ADU shall not exceed 1,500 square feet for a lot less than 4 acres. The Floor Area of an ADU shall not exceed 3,000 square feet for any lot 4 acres or greater. The proposed ADU is located on a parcel of greater than 4 acres and will contain 2,369 SF of floor area. B. Ownership Restriction. An ADU is restricted to leasehold interest in the dwelling unit and is for residential or Home Office/Business use only. The Applicant understands that the proposed ADU will be restricted to leasehold interest. The Applicant will only use the proposed ADU for residential use only. C. Compliance with Building Code. Construction shall comply with the standards set forth in this Code and with Building Code requirements. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 122 All standards set forth in this Code, and all requirements set forth in Building Code will be adhered to. D. Minimum Lot Area. The minimum Lot Size for an ADU is either: 1. 2 acres, or 2. For lots in zone districts with a minimum Lot Size of Tess than 2 acres, the minimum Lot Size is twice the minimum required Lot Size. The project meets the minimum lot area of 2 acres. E. Entrance to Dwelling Unit. A separate entrance to the Accessory Dwelling Unit is required. A separate entrance will be provided for the proposed ADU. F. One per Lot. One Accessory Dwelling unit which is subordinate to a Single -Unit (primary) dwelling unit is allowed per legal lot. The proposed ADU will be subordinate to the primary dwelling unit which already exists on the Property. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Page 123 re Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com Atlt:a huini rntl: LAND USE C /1N6E PIE UVirir APPLICATAON FORM TYPE OF APPLICATION ▪ Administrative Review O Limited Impact Review 0 Development in 100 -Year Floodplain O Development in 100 -Year Floodplain Variance O Major Impact Review O Amendments to an Approved LUCP ❑ LIR ❑MIR ❑ SUP O Code Text Amendment 0 Minor Temporary Housing Facility ❑ Rezoning ❑ Zone District❑ PUD 0 PUD Amendment ❑ Administrative Interpretation O Vacation of a County Road/Public ROW O Appeal of Administrative Interpretation O Location and Extent Review O Areas and Activities of State Interest 0 Comprehensive Plan Amendment O Accommodation Pursuant to Fair Housing Act O Pipeline Development ❑ Variance O Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: Robert H. Chapman Phone: (314 )862-8000 Mailing Address: 1301 Stonehaven Road City: Columbia State: MO Zip Code: 65203 E-mail: bob.chapman@harry-wehmiller.com Representative (Authorization Required) Name: Stan Clauson Associates, Inc. Phone: (970 )925-2323 Mailing Address: 412 North Mill Street City: Aspen E-mail: patrick@scaplanning.com State: COzip Code: 81611 PROJECT NAME AND LOCATION Project Name: Spring Creek Ranch ADU Assessor's Parcel Number: 2399 _ 192 00 _ 003 Physical/Street Address: 811 313 County Rd, New Castle, CO 81647 Legal Description: Sechon:19. Township:7, Range:91 Sec 18 Lots 2(47.92A) 3(47.61A) 4(47.27A) SESW Sea 19 Lot 1(48.66A) W1/2NE. SERE. Et/2NW. NESW N1/2SE. PT of N 1r2SE(75.71A} & NESW(6.6A). Except a tract of Incl contairrng 35.963 AC. +1. kno tin as the ranch mngr parcel. descil ed as sunvey recep5on #808173 Zone District: Rural 633 acres, Parcel 4 Property Size (acres): PROJECT DESCRIPTION Existing Use: Farm, ranch, residential; irrigated agricultural Proposed Use (From Use Table 3-403): Accessory Dwelling Unit Description of Project: The applicant is requesting a permit for an Accessory Dwelling Unit on a 633.67 acre parcel located within the Rural zone district. Per the Land Use and Development Code (LUDC) the ADU will not exceed 3,000 square feet. The ADU will be served by an individual well and a new Onsite Wastewater Treatment System (OWTS). REQUEST FOR WAIVERS Submission Requirements 0 The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: Section: Section: Section: Waiver of Standards 0 The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: Section: Section: Section: I have read the statements above and have provided the required attached information which is co tett nd accurate to the b st of my knowledge. Signature of Property Owner Date OFFICIAL USE ONLY File Number:_____ _,___ Fee Paid:$ Attachment 2 Vicinity Map Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Subject Property Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.3953 (E)jyellico@garfield-county.com Account Information Account: R023376 Parcel: 239919200003 Owner Name: CHAPMAN, ROBERT H Owner Address: 1301 STONEHAVEN ROAD, COLUMBIA, MO, 65203 Property Address: 811 313 COUNTY RD, NEW CASTLE Legal: Section: 19 Township: 7 Range: 91 SEC 18 LOTS 2(47.92A) 3(47.61A) 4(47.27A) SESW SEC. 19 LOT 1(48.56A)W1/2NE, SENE, E1/2NW, NESW, N1/2SE. PT OF N1/2SE(75.71A) & NESW(6.6A). EXCEPT A TRACT OF LAND CONTAINING 35.963 AC. +/- KNOWN AS THE RANCH MANAGER PARCEL, MORE PARTICULARLY DESCRIBED IN RANCH MANAGER PARCEL BOUNDARY SURVEY RECEPTION NUMBER 808173. Tax Area: 023 Subdivision: Sales Information Date Deed Type Doc Number Grantor Grantee Amount 12/21/2016 SWD 887152 SPECHT, LISA -TRUSTEE CHAPMAN, ROBERT H 2,400,000 03/13/1989 WD 400,000 Taxable Values History Year Land Actual Imp Actual Total Actual Land Assessed Imp Assessed Total Assessed 2016 86,450 540,700 627,150 25,080 47,390 72,470 2015 86,450 540,700 627,150 25,080 47,390 72,470 Property Details Model LAND 0 LAND 1 LAND 2 Attribute Name ABSTRACT_CODE AREA_ACRES AREA_SQFT NEIGHBORHOOD AG ABSTRACT_CODE AREA_ACRES AREA_SQFT NEIGHBORHOOD AG ABSTRACT_CODE AREA_ACRES AREA_SQFT NEIGHBORHOOD AG Attribute Value IRRIGATED LAND-AGRICLTRL. 148.1 0 JACKSON,OTTEN&TIMBER - AG GRAZING LAND -AGRICULTURAL 114.27 0 JACKSON,OTTEN&TIMBER - AG GRAZING LAND -AGRICULTURAL 335.337 0 JACKSON,OTTEN&TIMBER - AG Model RESI 0 RESI 1 Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.3953 1 (E) jyellico@gartield-county.com Attribute Name ABSTRACT_CODE UNITS BUILDING_TYPE ACT_YEAR_BLT HEATEDAREA BASEMENTAREA FINBSMTAREA BEDROOMS ARCH_STYLE BATHS AREA_UNITS ROOMS NEIGHBORHOOD FRAME AIRCOND HEATING_FUEL HEATING_TYPE ROOF_COVER ROOF_STRUCTUR STORIES UNITS BUILDING_TYPE ABSTRACT_CODE ACT_YEAR_BLT HEATEDAREA FINBSMTAREA BASEMENTAREA BATHS BEDROOMS ARCH_STYLE ROOMS AREA_UNITS NEIGHBORHOOD FRAME AIRCOND HEATING_FUEL HEATING_TYPE ROOF_COVER ROOF_STRUCTUR STORIES Attribute Value FARM/RANCH RESIDENCE -IMPS 1 FARM/RANCH 1989 3128 2700 0 3 2 -STORY 4.3 1 7 JACKSON, OTTEN & TIMBER -AG WOOD FRAME NONE GAS FORCED AIR CEDAR SHAK RIDGE FRME 2 1 FARM/RANCH FARM/RANCH RESIDENCE -IMPS 1929 1262 0 0 1 2 2 -STORY 5 1 JACKSON, OTTEN & TIMBER -AG WOOD FRAME NONE GAS WALL&FLOOR COMP SHNGL GABLE 2 Model RESI 2 XFOB 0 XFOB 1 XFOB 2 Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.3953 1 (E) jyellico@garfeld-county.com Attribute Name UNITS BUILDING_TYPE ABSTRACT_CODE ACT_YEAR_BLT HEATEDAREA FINBSMTAREA BASEMENTAREA BATHS ARCH_STYLE BEDROOMS ROOMS AREA_UNITS NEIGHBORHOOD FRAME AIRCOND HEATING_FUEL HEATING_TYPE ROOF_COVER ROOF_STRUCTUR STORIES BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS ABSTRACT_CODE BUILDING_NO ACT_YEAR_BLT NEIGHBORHOOD XFOB_CODE AREA_UNITS Attribute Value 1 FARM/RANCH FARM/RANCH RESIDENCE -IMPS 1939 770 0 0 1 1 -STORY 1 3 1 JACKSON, OTTER & TIMBER -AG WOOD FRAME NONE WOOD WOOD STOVE ROLL COMP GABLE 1 1 FARM/RANCH RESIDENCE -IMPS 1989 FIREPLACE - GOOD JACKSON,OTTEN&TIMBER - AG 0 1 FARM/RANCH RESIDENCE -IMPS 1989 OPEN PORCH 251+ SF JACKSON,OTTEN&TIMBER - AG 0 FARM/RANCH RESIDENCE -IMPS 1 2000 JACKSON,OTTEN&TIMBER - AG GARAGE 577-863 SF 0 Model XFOB 3 XFOB 4 XFOB 5 XFOB 6 XFOB 7 XFOB 8 '.';:..... Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.3953 1 (E) jyellico@garfield-county.com Attribute Name BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE AREA_UNITS BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS ABSTRACT_CODE BUILDING_NO ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS Attribute Value 1 FARM/RANCH RESIDENCE -IMPS 1989 ENC PORCH 101-250 SF 0 2 FARM/RANCH RESIDENCE -IMPS 1965 OPEN PORCH 251+ SF JACKSON,OTTEN&TIMBER - AG 0 FARM/RANCH RESIDENCE -IMPS 3 1955 OPEN PORCH 101-250 SF JACKSON,OTTEN&TIMBER - AG 0 0 OTHER BLDGS: AGRICULTURAL 1980 PRE -FAB SHED (AVG) JACKSON,OTTEN&TIMBER - AG 0 0 OTHER BLDGS.-AGRICULTURAL 1980 PRE -FAB SHED (AVG) JACKSON,OTTEN&TIMBER - AG 0 0 OTHER BLDGS.-AGRICULTURAL 1970 EQUIPMENT SHED (LOW) JACKSON,OTTEN&TIMBER - AG 0 Model XFOB 9 XFOB 10. XFOB 11 XFOB 12 XFOB 13 XFOB 14 Property Images Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs, CO, 81601 (P) 970.945.9134 1 (F) 970.945.3953 I (E) jyellico@gaheld-county.com Attribute Name BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS BUILDING_NO ABSTRAGT_CODE ACT_YEAR_BLT NEIGHBORHOOD XFOB_CODE AREA_UNITS BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE NEIGHBORHOOD AREA_UNITS BUILDING_NO ABSTRACT_CODE ACT_YEAR_BLT XFOB_CODE Attribute Value 0 OTHER BLDGS.-AGRICULTURAL 1980 EQUIPMENT SHED (LOW) JACKSON,OTTEN&TIMBER - AG 0 0 OTHER BLDGS.-AGRICULTURAL 1970 GRAIN BIN 1800-2500 BU JACKSON,OTTEN&TIMBER - AG 0 0 OTHER BLDGS.-AGRICULTURAL 1990 JACKSON,OTTEN&TIMBER - AG BARN (AVG) 0 0 OTHER BLDGS.-AGRICULTURAL 1990 LEAN TO (LOW) JACKSON,OTTEN&TIMBER - AG 0 0 OTHER BLDGS.-AGRICULTURAL 1990 HAY SHED (AVG) JACKSON,OTTEN&TIMBER - AG 0 0 OTHER BLDGS.-AGRICULTURAL 1970 PRE -FAB SHED (AVG) Garfield County Assessor Data Site Jim Yellico, 109 8th Street, Suite 207, Glenwood Springs. 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APROFESSIONAL LAND SUR.4TOI UCEMED W THE STAT E OFCOtORAOO HEREBY CERTNYTH5T 166 PIAI WAS 2212A18050* RON ROGERSAAO USA5PECW WANG TWAT,O5RE0 AUGUST 11, 1959 AS 0/402550 A RON ROG5152 AND USA WOO U/BPG TRUST ARP) R 6 A TWE. COPIER AHD COMPLETE PUT 133E 130 SPURR CREEK RAHN AS Um) DART, PUTTED ANO SHOWN HEREON, HEAT SUOI MT WAS 5)1,575 FROM AN 13331111131151116351 OF THE PROSfITY) r ME ATA USDER1SYIAAUNPON A43COHIECTLT SHOWS THE L0cA110H AW ONAJA52064f OF 1M PA.ECELS,EASE4-EMS AND ROAMRICORM0 EASE1ENTS,115*4ES0F-WAY AND RFSIRKI)016 AS SETFOR7N N SCHEDULE 8-203 ME MREC0I WNEENT PP.DVAE0 651 11110 4 71 77151 AHTEE COMPANY, ORDER NaDC63011WA ETFECINE DATE DEMMER 1S, 2016, 709R. S 811130313, PIS 5020643 CURE AND RECORDER'S CE1l17FKATE FOR 151203llOT10123.1WA SU.•VEYSEATS DEP06M30TT63_DATC5 201 AT AE, IN THE USIA LDCOUNEYI75077501. DE0RM111C9t*L PUtl06E5 CMtY ux0A1RVEY PUMMELS 51(08726 Mn16FR DATE FILM P60MNTIOH SECTIOIG 18,19 &30701M507Saint RANGE91 WISF, 6TN PAL 5ECIX 6118251 TOW50197SOWN. NAME 92 WI-ST.630 PAL 11,16133-117.51151.112: 3,3323rat.W.k2. C26,62c1A392,:2:I,2.td.. 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SHEET 5OF13 COUNTY RD. No. 313 GARFIELD COUNTY PARCEL 2399-192.00003(PARCEL 4) (60.0' Rd. Easement) r Were 3 409.567lere 733.60374-a3343 envy 6Hn*M41 POINT OF BEGINNING -PARCEL 4 Frd C -W j Cr. 35107913. 5733116791/107 -MY 4 31•LmFAa.-vn d rM5wgw sMb,13 Oeg16Wa6r41Aly--rrU1 3E'A1..13a.•vtt 732 c1. mm NNb+ EY 5443.40 79 frd Dept 161.19479 131•Para la. -2441 559•45'491V 1062.56113 �WX section 19-4040 Ford (111 1/611 1 I40=440R U.S. SURVEY FEET 59de4666 1.013556 13 Si Cu. Secia124 4.1143Ca;..3 C LS 114 71-03561-7ti6 W N s E EIA/ LANDS 972433.4 10157401 OLLOACc 101 399751.671773 CARRELS COUNTY WORDS Foci 01 Cor. Section 18 Depto(hlerfor-EIM 415 489'33317'30 316' Mem M0.0•3978 1313.10' SE.W O -S C 1� ▪ •` ► yV W3Cer.S.03.11S-19 o3rea9Eferxu 303-.1.N17t-1641 k13.3635 -54-C. 733001-516.13 $43.144W- 559' 42' 37')V 11,7911- 559'42'3794 qta hd 61607.5330310 r043341669079 61/4 3%•12416793..5•2001 489'42.25'. /O CIA 1306.12' 6K Renta1NlAe Frd EACor. 5Cau113-19 L.,1 IW 3'o" 3S' AA, 31,3.-7331 1306.12' 6 1 the 60640 0119 09144* Itbeh u 7916'54'311 3136 14 67659489 10/-34 U ACV 411776 10214 U AEY0f4YE 9135 13 512'007011 1483; 14 0101.513'7 331St u far 3413.2 3731 u 797'3'161 6497 L9 IO4'3P4if 11614 446 FMa711f 1035, u1 1114.01.16.1 43334 w 319366411 49.16 Lb* TAM 10119 Make teeth Eu 7911.0949E 3857 144 /3r1334'W 2339 113 91614. 34.0 21574 146 1015.44'44W 21161 LI) 930'11'36. 1416 1.33 tar 2s, 36. 11134 U9 37111'64.4 373D7 120 /03. 21.5306 33.511 11 311'41'51'E 17777 9!•4629. 31.50 323 see 4YC 763 QM 6345 0e014 [73601 55411 799e. Ll5l 037606.01, 0334 6 DLO 516.73' 1467 370473' 112.51231Y 27134 C2 1164' 73040 97.77 16443 543'14'361 15347 13 MQ 301010 14e40 21.3330 46711364 231.33' C4 01605 72010' 14011' 760001' ear WWI 27113. C5 147.71. 24654 ASC 374566• la 30950306 114.31• R 15931 MCC/ 740.41 91.143e 531.5144'9 14115' t7 (2041. 113507 9047 9.343• /weeny 17933' SIM IA.XDS F04.I6jur5ectim13 0epta0YMra/1 3/1.4.433.1434.-X331 6,3•0I0SIC 10 _ PARCEL No. 2399-193-04092 (Parcel4) 597.241613. (Rec. 400' 39975; 671773) .4e Deck Md. 10011434.33799 LAA -11 D9adibCnbA4L) 676335-91 553' 42' 3711/ 1189'4r 43T 131032' 132165' SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM 26602' MONUMENT LEGEND 440:4S416Fu11 20 led Cep,.16- 37 61 .4.60.-1641 -2501 (1446 heti Lard b is rn 1 Ix6a.sutul14 f- Ted 0730. awb30134 9 3%.MRMa.-101 51/11 Eke. 53.-C.c.--s 11 7) Stt 161.695319 o/3 A..:l (hp LS 21.543 Gda'ts a Fans KM or Pdra9 Smeyot Salim 11)L7/7994 a6 3077336 o Ird:0,5 a Sand Ma 51110371006p LS 10611, a3 430091 o 1-301045 a Fans Na 5 Re137335549 LS. 31944, es sta71 IR 1735.7.3 a Sel Na 5 Rtbar Tn'C6p LS. 26643, at 31007 DETAIL 'A" SCALE I•=60 DETAIL 'B' SCALE 1'=CO' nit -043373 Elrcwl 1114 239153 36752 MI74A 5004t4 -e9131 RA3C361.WIAGEA PARCEL 531117 Sec 131 3 3- 3311 6 97 13 t ( ( DETAIL 'C' SCALE 1" = 100' 1311141.15047931. 41/1161475.57,44-A,0 3OSHA Dx'.1311T9.3335&fll444115w0C /Am4D.1 BOUNDARY/IMPROVEMENT SURVEY PLAT SPRING CREEK RANCH BEING SITUATED IN SECTIONS 18, 19 & 30 TOWNSHIP 7 SOUTH, RANGE 91 WEST AND SECTIONS 13 AND 24, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO. SHEETS OF 13 EXTERIOR BOUNDARY AND MONUMENTS WV Table Lke■ D «:0/+ Lntth u 1415131'1 31.3E 12 in Wtrot 10134 u Nri 4.1 3073[ 4 112702430 3235 Ls /112.0729Y 14037 14 Nr trail 23120 17 /arorl3Y 2737 11 R4'0r1r2 497 L9 IO17P439 134.4 110 701.1917E 10137 511 Ia4'01.1ST 43331 L12 kW Jr art 4334 LU I11rVT470 3737 114 1L1T31M19 2594 115 NITS1341T 24574 631 0l1r44.44'W 11561 637 1a0'2r3411 30471 UA 791373IW 31430 L19 ]W 11'810 373.07 W7311Tt 5939 121 541'4'SS0 177.77 123 574T211Y 1430 m Slrii'47E 7623 7Emr475eSr13 G4lti1Ga575urepes\ Fd 3'3raa Cg1912 503 COUNTY RD. No. 313 (60.0' Rd. Easement) SEE IMPROVEMENT PAGES FOR DETAIL !rd.f..4S&t0C4 It hit d3- cerstl3 31'471 1,4a-1323 BIM LARDS 3731'3 4Ha le06173) 35917Act r (Per TN3Saved 101 2 53 3 23 h 273WICro14Fateaea W 1ae0C604q.12130 SEE DETAIL -THIS PAGE 172.99446754 FM C-5 Cot. 53453.1 33 1540434:34r7 334.13044.1.959.-1771334.13044.1.959.-17719-37t-1171 Fr4.C.14 Cer.54564.314 d54dtbrbr-FW Sr .1.1.91. YC.. -1970 12 SO'38'OFF 1 MastsalblEj -' W 414.113r3a4,r&t 319/ 34.44.3.4,4-41.424 r4,024 0�ep MM.W NA GYM, Maul Cot 135-1.1 NerJarod4l74$ 10132 � (rete-M'0ud Elna+ee1 1471751 13117204 17) S144013.3 lax 339751 Of CaseCorti1a,164 d @ner dt.eU fedrYd=CH7971 1gtd3+mbr.u+ SEE DETA!L "8" -THIS PAGE fed 31C.1744..1.5321.-IU•1975 1768'17 157 MO.RC.13 28412' WC/1M. 2401-131.00-273 EA3T13M001(1EU Pet. No. (69770) N87'41' 370E 410.98' SEMEN -SIC 13 1187'11'33'E 683.68' a K Ecee6449rtJ�aMartdf EI teem:1 C 40260224 1 0.94ed/Cre.t crt¢ay0.414-1: del/rete LMe) T) SEE DETAIL'A' -THIS PAGE MORGAN PARCEL No. 2401-331-01272 (940 Na 669770) I201 Comer 3014 013 66104 CantrOoneyor4‘ Rd Views Cep -1/72 z 359C21024 Serol 13 Ga."<'.3CoiG35 +73.1 RL 3'6T1s 1823971 LOTS SEC NS C4453073.041.9E 79 dbarkr-MM a. Also. 1.1444..7X0 irt- 1 A'S pard: What) L 7.1 L3.'�?5 rr4143Cs. 5041'43 iWf Poe.. 1rhT py'rr..ee hecri's Dred[ Ib .1 W Pi'Na 14x•1001 Lem Dec Facnet SWIM' 3414. 1322 Dv Cada 1:aQate 50' 43' 14'E 1309.65' 311840573. 33 SD' Or413'E 132318' VRA 7500'17) IYC0, Se3Ga333 8yed. Otpt. d 2.444.14 00911. 0961.701 • td1'Ca441ill , I 3-i 71q her7X01 SEE 11.1PROVE2r4E3LT PAGES FOR DETAIL F.i 105Cv. 4071013 Wpt0/920134231/2 �1 - '. 31'Atsa4oa-7001 '•.5 HbaelkeerfiDe ti' I (0s.000.ebtblkabite) I ( t AEUA4^.43EC If ! C9a1NISEC. i3 0610C 011334 PARCEL 4 70400 4514.544114•41 11.19 kiatr26 0 1k�n-'2001 • ›.Fei 3Wk C3.Sweo1 M (j 1,q3 dk1eced1A1 Msa4ax•1!1 s 1 v Ofi •14wy d .- _/e4etaLtla OW4o.0m3 , 1 LOT 4-15C-IMidpel /44VVV+++rrraatuoo.gN" OrA SEE IMPROi/EMENT PAGES 1,,# FOR DETAIL OF THIS AREA I SZALY Le31s{C 35 W Seef 13 I NWCdw Stair919 G4*Etltare,&n la •167)00) tasty Sawyer 304.3' N»irsp-3m roar&auto-1972 al-y-IYr..erirD I x0+14 Cr. Cad PARCEL3 re:a6rored :8435 Ra 735937 (PERSETTLEMENT) M4att l335a[d ea aacces-SpadtTrw eht toca.69-40.1 Rt p,I 7/.0415[3 24 thti E:C 13 094053c 33 rte13.00372 ^ LS 1L1r1- 1) Axa YCaA 40 rand 4 109009 S(413 54 (atcNA 6717733 NO'l0'46.E 41'30'400 31733' P0ai [w or= R e fa 14. • W7.W-- : = 30376.38 PARCEL No. 2401-131-111271 (Ree fro. 669770) ICA GRAPHIC SCALE m 1 X03 I IN FEET) l ITch= 5(0 ft U.S. SLNVEYFEET K.Tct/90013005 TO CttOVDO UM TN14en/ COMM. An 4GAl IQM IADOPI.LOSAIHNITIIn TAD DAT W3HMT-11[1WAS Y ula) MTV 9000077AOi Watt. 3i 10 71974nMr1nmbe MYD!901117 CC M°n P6SAW, uwaaaowuraal TEN ,InhIY_41-1 WTI OF an-tv.o ns.,A'000524 / 62597' N4' ce 59'W 18500(-SEC13 &/DER PARCEL No. 2401-133 3-370 (00 Na 854943) Crj J CC CC Q 746 0143 208 I 6dlrt Ff4edfkl5 PAKCEI. 2 0.1h Caner Seed 13 3rd.1•Atra Cap (110171-3973-3399 110300E 133040' Fe,. Area 71.940 W b Lea Me. 735997 Mb101.44 CaGk Ca b M{mbScrecht Ink Pceti90o9ewds371 `589'16'29'W 38L23' SFSK351C 13 009131.5 PARCH. No. 2401-133-00-010 (Ret Na 672519) 401151-5[C 13 03107.4 ,` T `b 5\537-43'.1) SPRING CREEK RANCH lkozwi-sec 19 a*r 1389 727Ac.± RAl(GE 91 WEST RANGE 5,2 WEST FMrttC101NSe1bn:t - ifStan Carni l6' a Ir41 hit GM) /lade ? mTw<5 Fa 6 ht\1AV SEC 24 Fcerovtk Eh\w.-SCC 24 a47- _ (coil V7pFCR (s o, „,i • a3-11) est-= PAKEc5 7( � EL I� 11 LanwdW LM& PIP/ FIAIYAL4 Df710ECFfEK PARCEL PARCEL C HAM). S DNIDE MEEK PA EL 5092 -SEC 1) VCCvr1Sece5124 Fd Deped1AxPor444 74' ALa 4551.2201 5£41754-51[ 2L 1073513519 1YX Section 19 -Not fosvo1 i..--- S'de Area Al320!MG 22 C --pal kad a1Co.5a5a124 ratore p I 195 101 71-7 03 Aa La NO' 20'33'6 1349.67' 391`2& Emmett Atrda E70M9'I-524 revel 111:e. 1 Mx 733 SCL\'M1'i � 'Ns 231 SIC24 536122*. t0F LS 21641(9,p) 8385/10 SEC II PARCEL 1 401(07.18 4 PARCEL No. 2401-243-M253 Le OW_ 1:.624233) taxery70W{twq1.1 311 �'/,Lr O1 RECoftp 64X345184 1072 ! RECORD PAVER 503. LOT SEC 39 S. Cee 5,77,3124 Fni 3f53A•_n G3 Li 101712026 7N'33'11'E OW, /anion 19 FTd Oe_t 7/:42.0341 4!i. WA AL 110•X0/ SC P Off WE 131034' r4t SfV95 69.64.46916.7. 71 /f /% 1(( 1 Fed PIGA Sec62.19 Ogtda3Wkt#A1 I - - 4 711312.11-533' 107 79 11 513 00918457.1.4x21 15,3x•,.3.11711311 h 124/42.3)4544 24 f47 RO”110. 3 A s -t 1.` c.1 W ROM) AI Arm" w 7003 5kvero 1'N Ret Ib. 99.244.4.4. 4,1927 SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM 137497' I EU2COM3 LARD & CAME PAKIL 7:v. 2401-244-3-264 (930 Ho. 826549) 33} Car.] 16.14 7712 ,.... 7Abn09 LS 10171-1006 Cor. (4.2 Cor. MVO.. S 24 231 Pcs5staniet Min 11 C-31/13 Cor. Stair 24 rFrd Saw 47.1.5474 Ep L5 I3S71-3001 SW 0/A Serco3 39 fed 0421. eikevite41.14 11..l•1150 '\ �s'l NO' 03'13'1'f `>• -y 1317.11' &4!30/.183.406 C41 -31E PARCEL No. 2401251.00-284 !NjCoe. Sator42920 / redeeit d1GMreat 5 20'32* Yon -2091 1 �34.13 Cd. Sect. 30 Fni 94154.434s434 LCAt..1.3Aa-2101 ElAl1AYDS Nay Ca.Se63 o 0 lreel: el 40t-200lacier-2Sul 11'2664401.-2011 Rx Ras71771 t.;f .5e32u HE It13.4- ' Mat* 1_110171 10.1144730215W14-544. 33 ig7Yi17011; 74811 . • ?c* 222e3 1Rr311VVI \-.1 E2W Sr13WR f, or,e, x91 rn1775ne i sue rewt Area 0esalbe) b F9 -N9, 33599/ Fb1N9d5,9)ed 41.35:709 -.Lry MA 23ISST DETAIL SCALE 1" = 60' ElceptedLa3ds 1111 Christensen (83.541-P8. 713) lands Or((t0at/Deeded HAI toPosers Ree No. 677015 (Parcell) Then sreperd-Atpart o(Para11 Rogers to Welt 3764de Ranh Ree No. 735999 S1 Ccrer5.3,124- iNrrr1 C4C:er7,3fits5950d 37.71 1.4xi+2'1 F4mdFrywx1 27 C Re.3t119LS 0Y.M 07.12-33 j1 Set/7,27.72' V.. --L Lex 1523:43 Own Table Cave• 1..109 VIA* 7813.1 feat thud 209, .9 004 CI 27447 52477' 24357 310323' NV SVLIw 27337 a 13421• MEG' 9727 371100 3.0037313E 19811 CI 73103' 10097 34312' 701354' 390.18310 20133' C4 17/87 7201V 14010 2210001' 87r37M'E 27527 CS 137.71 255433' 7037 3"45 1422'31'4 0 13631' a 13934' 19097 10147 31.2034' 330574E0 14111 a 3)100 113507 65097 72673' Pro 33'W 17037 MONUMENT LEGEND 123 9 kaiatas a Ford ELM or PriMa 8619207 S0062. Roamed, as Wen 0504a4es a Ford 940.5 Rebar rnCap LS. 30911, as stnan 0-/440126 a Ford Ns.5 Re3vt 94C3p LS- 31941, as sham b10rXa33 Set 1415 Rem w'Cap LS. 20643 as goal DETAIL SCALE 1' = 60' DETAIL SCALE 1' =100' 22,2117x" -1-2K.7.41- 4V91NLSF98itT5...-, LNFa1:4L3:ea1'P.E1,4< BOUNDARY/IMPROVEMENT SURVEY PLAT SPRING CREEK RANCH BEING SITUATED IN SECTIONS 18, 19 & 30 TOWNSHIP 7 SOUTH, RANGE 91 WEST AND SECTIONS 13 AND 24, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO. SHEET J OF 13 . AERIAL r-12, WO&amp,' 24013{4-025''' avcova c5Y3d3LP]53' (RectNad.(StiA}- 1111 MR NI w Z IM GRAPHIC SCALE IW FEETI FA= 503 ft UA SURVEY FEET 10.1,02119.111 0.0.0 LIM KO NU CrAtat LWAL AFT ICY 1,161039,219.01WECT. MI)(M1 IMAM/COI 111X6 004E4 CISIOFCEMECATON ANNIEMON. MOIIUMWf14GElin WnWt (+a &L741“" • Ss rw BIM rcmale awleSedai. I4nn ta4 N awJ v Lnm ncrA3o{kA,AW1- - OF;1Y4r4Pf/raN16688:51". r9L& 3W31nn -'p i4irinn Rani tb.4Rthari4C8A-5.31a4)a'a,<n WOW*, F R41.0.514bi iCK/1-0,Elin3tun SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS - 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM gRvau-,rowa.v. cw.aw<w•oa.K, e.maiii-coa, BOUNDARY/IMPROVEMENT SURVEY PLAT SPRING CREEK RANCH BEING SITUATED IN SECTIONS 18,19 & 30 TOWNSHIP 7 SOUTH, RANGE 91 WEST AND SECTIONS 13 AND 24, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO. SHEET OF 13 IMPROVEMENTS PAGE -RANCH COMPOUND 11.114,41,C PIE Of al, irAral9t.WCACal LEGEND --- -- OVERHEAD ELECTRIC LIRE WIRE FENCE —r :T WOOD FENCE YARD HYDRANT w POWER POLE O WELL KEY VAP scMe 1' =2000' /7.1. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM ,wNsv4V[N6:50 v.n tw'.Na,unarwM BOUNDARY/IMPROVEMENT SURVEY PLAT SPRING CREEK RANCH BEING SITUATED IN SECTIONS 18,19 & 30 TOWNSHIP 7 SOUTH, RANGE 91 WEST AND SECTIONS 13 AND 24, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN �. COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 9 OF 13 IMPROVEMENTS PAGE-MHCN COMPOUND • • KEY VAP scale 1" NCO N W E S GRAPHIC SCALE SHOP BVANAG12 (IYaT3 011E5117eY uWI FUME COME OUTHOUSE SYi l0.S m ON FEET) Iinch= N R. U.SSUftVEY FEET LEGEND OVERHEAD ELECTRIC UNE -•- WIRE FENCE 0- W000 FENCE 7( YARD HYDRANT •a POWER POLE 0 WELL p4 WATER VALVE Gxt Yrre .w1w4“,...w.,1 KIM SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM 12/112i,• 105511-6,$:NWMR•Svm Wnlsv EY, a 41,1.41 BOUNDARY/IMPROVEMENT SURVEY PLAT SPRING CREEK RANCH \ BEING SITUATED IN SECTIONS 18, 19 & 30 TOWNSHIP 7 SOUTH, RANGE 91 WEST AND SECTIONS 13 AND 24, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCJPAC MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO{ SHEET 10 OF 13 IMPROVEMENTS PAGE-MllO{ CO.IPOUNO' Mal A W N S E GRAPHIC SCALE J (W FEET! 3Inch =N R U&S RVEY FEET LEGEND ---•—• OVERHEAD ELECTRIC UNE --- VIRE FENCE _. _U _._ WOOD FENCE I( YARD HYDRANT 0 TELEPHONE PEDESTAL EAST OWE (AE 41� MITA YalitOthl IAN IMO NM* 9.36t1INWIL PM VOW MIVIKV F0.11450,19J01001(1- I' MO' WI AVI /ad [Asa ao• Oa (OKI &TS'SWIND BE 0260,1011.11,C441r1 ettam IM1lft•t 51 KEY VAP scale 1•=20M' A SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM ..11.7frat 1101 BOUNDARY/IMPROVEMENT SURVEY PLAT SPRING CREEK RANCH BEING SITUATED IN SECTIONS 18,19 & 30 TOWNSHIP 7 SOUTH, RANGE 91 WEST AND SECTIONS 13 AND 24, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 110F 13 IMPROVEMENTS PAGE -RANCH COMPOUND Val) 1,01 MOWN/ 01115.9..0UCONIEKTOlat,LICIN SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS SO2 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM • KEY MAP stele r=2COY LEGEND •--- OVERHEAD ELECTRIC UNE - — --- WIRE FENCE WOOD FENCE YARD HYDRANT w POWER POLE E6 WELL m TELEPHONE PEDESTAL N W—E S GRAPHIC 4HIF (WHET 1Inch =N k US S*EWY PEET A BOUNDARY/IMPROVEMENT SURVEY PLAT SPRING CREEK RANCH BEING SITUATED IN SECTIONS 18,19 & 30 TOWNSHIP 7 SOUTH, RANGE 91 WEST AND SECTIONS 13 AND 24, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 12 OF 13 IMPROVEMENTS PAGE -RANCH MANAGER PARCEL & RENTAL HOUSE RANCH MANAGER HOME & IMPROVEMENTS 9S,e1S Ye 4- mrde"q-moi I� AVGk-Wde Mohr. Nm E00'Easeme. COUNTY ROAD N0.313 (Gravel Rd.) —Lam___-, RENTAL HOUSE r, OA ¢.ne+1 wtl 51.2EwASaren- ne Fugix"n Nn 55 (ret Na 83#1)4) MT10411t4t IAA MY COM IN Tat5SAWIIIVIIN VAS latS M11,011S51 IICLO.StA010CFECT. (1,31,A1 MOM ARCM IASO 4V01.1 DEJECT es !Ai WM( KOCAPV.E.D.11,11711 KEY MAP =2 scale 1' =2007 lath Nzad1!e Dye LEGEND ------- OVERHEAD ELECTRIC LIRE --- -- WIRE FENCE ----..- V.000 HIKE )% YARD HYDRANT 01, POWER POLE €) WELL O LIGHT l®t,V,.; u._ Walt vseu.naa ANGLES/NY V.000MWECOVST. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM BOUNDARY/IMPROVEMENT SURVEY PLAT SPRING CREEK RANCH BEING SITUATED IN SECTIONS 18, 19 & 30 TOWNSHIP 7 SOUTH, RANGE 91 WEST AND SECTIONS 13 AND 24, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO. SHEET 13 OF 13 MINERAL LEASES Tela n r brMn ...filet A10-14 3I5 I WWI '_."� `-73'1"- 0_ 010vud.- —_ h.0.1-1010 100 01 IS r 014 ea, zscs us ;dr 20 L w. E 1.47, 15 73:071471 0.71E1720. .471.111-02213 (777. No. 03177) )50 to, C211 7,77(13 373 2101 10-(0 (3s.70. 469273) f 77413,11014310:271 .!(3.17-37711 Z W GRAPHIC SCALE 7% HAI LAWS 2:170' 1, 100.s r 11 (1711(ET) 1 NN •50073 URSURVEYFEET 04-45 74905013947144,504POJW,t(44,0011.01141. WON T4H0..1uw 20C -Cl 160IWNT MUM/A[101 VIAISE.04111I Orat,SEMOI 9C,01 POEN. FJMFPTIONS 340 144 449 450 W' 33 / 17729 IXCEPIXk:5 S40 ExCEP130O5 044 Jw 849 443 [Xt6PTIO/1S 440 144 050 00 11,11 PARCEL 4 EXCEPTC413 144 449 450 454 acm21O)Js RN 847 449 450 C E`(CEPINNl9 044 047 449 *50 153 MI 942 944 846 849 EICEPTOONS 139 041 /42 EXCEPTIONS - 044 143 146 444 149 446 449 149 450 EXCEPTION 1145 EXCEPTIONS 113 122 /23 424 (PARCEL 128 129 133 (0 EXCEPTIONS 113 122 123 024 (PARCEL N0. 3) 128 I 029 333 (PARCEL 0) 431 /32 /33 134 /35 (PARCEL 3) 036 (PARCEL B) 444 . 3 RUN PARCEL N1.41133(0 -1a 137.733913) PARCEL 2 519 16 23'w 33173 1; )3 /14.1010 PA?4El 7-141.173-01-020 etaffinotis 4144' 115 (TRACT 2) 2 117 (TRACT 2) 118 419 (TRACT 2) *42 17033333550415 1❑ 433 134 IXCFPTIPVS �$ 417 (TRACT 2) 417 (TRACT 2) )Ys JP 119 (TWAT 2) EXCEPTIONS 114 115 (TRACT 2) 417 (TRACT 2) 418 119 (TRACT 2) 10- 1 SEC 13 810 814 IU 4)9(771(54) Rl EXCEP11063 410 114 118 119 (TRACT 4) 121 PARCEL 1 EXCEPTIONS 8)5(TRACT 2) 117 (TRACT 2) 417 119 (TRACT 2) EXCEPTMS 110 014 415 (TRACT 4) 4)7 (TRACT 4) 818 119 (TRACT 4) 100007 11 114(7110M OTT 014 415(TRACT a 117 019(TRACT 4) 048 121 PAT 40.05 I "CEJIbPIIIX6 dP al5(TRACT 4)` OV 118 4)5 (TRACT 4) EXCEPTIONS su 114 415(TRACT 4) 017 (TRACT 4) 418 119 (TRACT 4) 13,1 028 129 130 (PARCEL 8) 132 036 (PARCEL 13) I (A.. 73.172523)- X547 rasa/ D 1 90101/ O AE(ACEKPA- 0 I PAI:Cat7 'JOT 1 1.147 510,07131(1 Al 71 9IC0:)i 4.179 L. 6002 I 11Icoi'JAi'.777sus SOPRIS ENGINEERING - LLC 134917 .40713 2403243-00 253 (.n Ns 8@597 CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 970 704-0311 SOPRISENG@SOPRISENG.COM 1371.17 7 411L1,917730E (AME it Ufa 240124403751 (7,17. An12E547) Alf C-1cOv9EAYO.:PAT:P- I P.1FSfLVy 2101- 513.0251 L 1,,, nlt,tt is, 0 00e-- 0555 LCb7 i -342 L14 11111., 7731 3I117= 7311143/3 MONUMENT LEGEND 14645 a Fans 011A a RAa6 9.4(45445445654 1m 30474 si l5(43 O 6e8IX Fan] No. 5Rd4a'-01771S 10371, as Moan (3 Ivi2'xsa Fon] NV 6 Reba' wCa) LS.3190. ea Own f1 Ms'es a Setlb. 5 Reba' wrap LS. 13643. n Ooan W 171'406442-'a-a1m4Ua646MEAS m4 53csecnarr4N Attachment 4 Customer Distribution Land Title UARANTEE COMPANY -- Sr„ce I967— Property Address: 811 313 COUNTY ROAD, NEW CASTLE, CO 81647 Our Order Number: GC63011227-5 Date: 12-16-2016 For Closing Assistance Laurie Cruz -Potter 1317 GRAND AVE /1200 GLENWOOD SPRINGS, CO 81601 970-945-2610 (phone) 877-346-4115 (fax) (potter@Itgc.com Company License: C044565 Contact License: CO271625 Closer's Assistant Tanya Germany 200 BASALT CENTER CIRCLE PO BOX 3440 BASALT, CO 81621 970-927-0405 (phone) 877-346-4115 (fax) tgermany@Itgc.com For Title Assistance GLENWOOD SPRINGS "GW' UNIT 1317 GRAND AVE #200 GLENWOOD SPRINGS, CO 81601 970-945-2610 (phone) 970-945-4784 (fax) tschuneman@Itgc.com PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS Buyer/Borrower ROBERT H. CHAPMAN Delivered via: Electronic Mail Seller/Owner RON ROGERS AND LISA SPECHT LIVING TRUST, DATED AUGUST 11, 1989, AS AMENDED FROM TIME TO TIME 1875 CENTURY PARK EAST SUITE 200 LOS ANGELES, CA 90067 Ispecht@manalt.com Delivered via: Electronic Mail Agent for Seller COLDWELL BANKER MASON MORSE REAL ESTATE Attention: CARRIE WELLS 514 E HYMAN AVE ASPEN, CO 81611 970-925-7000 (work) 970-925-7027 (work fax) carrie@carriewells.com Delivered via: Electronic Mail Agent for Buyer ASPEN SNOWMASS SOTHEBY'S INTERNATIONAL REALTY Attention: JUDITH GETTINGER 300 S SPRING ST #200 ASPEN, CO 81611 970-379-1513 (phone) 970-925-6060 (work) 970-920-9993 (work fax) ludith.gettinger@sothebysrealty.com Delivered via: Electronic Mail Agent for Seller COLDWELL BANKER MASON MORSE REAL ESTATE Attention: SARAH ARMSTRONG, LICENSED ASSISTANT TO CARRIE WELLS 514 EAST HYMAN AVENUE ASPEN, CO 81611 970-920-7396 (phone) 970-925-7000 (work) sarah@carriewells.com Delivered via: Electronic Mail SUSAN REYNOLDS susan.reynolds@barry-wehmiller.com Delivered via: Electronic Mail Attorney for Seller HOLLAND & HART LLP Attention: MARK HAMILTON 600 E MAIN ASPEN, CO 81611 970-925-3476 (work) 970-925-9367 (work fax) mehamilton@h ollandhart.com Delivered via: Electronic Mail Attorney for Buyer KAUFMAN DISHLER & MCALLISTER PC Attention: HAL DISHLER 315 E HYMAN AVE 1/305 ASPEN, CO 81611 970-925-8166 (work) 970-925-1090 (work fax) hsd@kdmlaw.net Delivered via: Electronic Mail Attorney for Buyer KAUFMAN, DISHLER & MCALLISTER, PC 315 E HYMAN AVE #305 ASPEN, CO 81611 970-925-8166 (work) hsd@kdmlaw.net Delivered via: Electronic Mail Copies: 1 SOPRIS ENGINEERING Attention: RUSTY JONES 502 MAIN CARBONDALE, CO 81623 970-704-0311 (work) gones@sopriseng.com Delivered via: Electronic Mail Agent for Seller COLDWELL BANKER MASON MORSE REAL ESTATE Attention: JAMES CARDAMONE 0290 HWY 133 CARBONDALE, CO 81623 970-948-2832 (phone) 970-963-3300 (work) 970-963-0879 (work fax) jcardamone@mason morse.co m Delivered via: Electronic Mail Ladd Title GUARANTEE COMPANY --.Si,,ce ,9S7 Land Title Guarantee Company Estimate of Title Fees Order Number: GC63011227-5 Date: 12-16-2016 Property Address: 811 313 COUNTY ROAD, NEW CASTLE, CO 81647 Buyer/Borrower: ROBERT H. CHAPMAN Seller: RON ROGERS AND LISA SPECHT, OR THEIR SUCCESSOR(S), IN THEIR CAPACITY AS TRUSTEES OF THE RON ROGERS AND LISA SPECHT LIVING TRUST, DATED AUGUST 11, 1989, AS AMENDED A/K/A RON ROGERS AND LISA SPECHT LIVING TRUST Visit Land Title's website at www.ltgc.com for directions to any of our offices. stimate of Title-tnsurance 1 ALTA Owners Policy 06-17-06 Deletion of Standard Exception(s) Tax Certificate X4 RESEARCH INCOME-COMML $7,561.00 $100.00 $104.00 $125.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Total $7,890.00 THANK YOU FOR YOUR ORDER! ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Property Address: 811 313 COUNTY ROAD, NEW CASTLE, CO 81647 1. Effective Date: 11-18-2016 At 05:00:00 2. Policy to be Issued and Proposed Insured: "ALTA" Owner's Policy 06-17-06 Proposed Insured: ROBERT H. CHAPMAN $4,495,000.00 Order Number: GC63011227-5 Customer Ref -Loan No.: 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A FEE SIMPLE 4. Title to the estate or interest covered herein is at the effective date hereof vested in: RON ROGERS AND LISA SPECHT, OR THEIR SUCCESSOR(S), IN THEIR CAPACITY AS TRUSTEES OF THE RON ROGERS AND LISA SPECHT LIVING TRUST, DATED AUGUST 11, 1989, AS AMENDED A/K/A RON ROGERS AND LISA SPECHT LIVING TRUST 5. The Land referred to in this Commitment is described as follows: NOTE: THE FOLLOWING LEGAL DESCRIPTION IS PRELIMINARY AND IS SUBJECT TO CHANGE UPON COMPLIANCE WITH THE REQUIREMENTS UNDER SCHEDULE B-1, HEREIN. PARCEL 1: (PER DEED) PARCELA TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN SECTION 24: S1/2NE1/4 AND N1/2SE1/4 SECTION 25: NE1/4NE1/4, EXCEPT THAT PART CONTAINING APPROXIMATELY 2.86 ACRES, MORE OR LESS, CONVEYED TO LEONARD V. CHRISTENSEN AND WILMA CHRISTENSEN BY DEED RECORDED IN BOOK 541 AT PAGE 713, AS RECEPTION NO. 300603 OF THE GARFIELD COUNTY, COLORADO RECORDS. TOWNSHIP 7 SOUTH. RANGE 91 WEST OF THE SIXTH PRINCIPAL MERIDIAN SECTION 19: LOTS 2, 3 AND LOT 4; SE1/4SW1/4; AND S1/2SE1/4 SECTION 30: LOT 1; NE1/4NW1/4 AND N1/2NE1/4 PARCEL B A PARCEL OF LAND SITUATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, MORE ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GC63011227-5 Customer Ref -Loan No.: PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE NW1/4 OF THE NE1/4 OF SAID SECTION 25; THENCE ALONG THE EASTERLY LINE OF THE NW1/4 OF THE NE1/4 OF SAID SECTION 25, S. 00 DEGREES 37' 26' W. 726.57 FEET TO A FENCE LINE AS CONSTRUCTED AND IN PLACE; THENCE ALONG SAID FENCE LINE N. 38 DEGREES 40' 48" W 928.45 FEET TO A POINT ON THE NORTHERLY LINE OF THE NW1/4 OF THE NE1/4 OF SAID SECTION 25; THENCE ALONG SAID NORTHERLY LINE N.89 DEGREES 59' 44"E. 586.06 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A NONEXCLUSIVE EASEMENT AND RIGHT-OF-WAY, THIRTY (30) FEET IN WIDTH, FOR INGRESS, EGRESS, ROADWAY ACCESS, AND UTILITY PURPOSES, PROVIDED ANY SUCH UTILITY LINES SHALL BE BURIED, OVER, ACROSS AND THROUGH THE E1/2NW1/4, SECTION 24, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6TH RM., GARFIELD COUNTY, COLORADO, EXTENDING FROM A POINT ON COUNTY ROAD 311 IN THE NE1/4NW1/4 OF SAID SECTION 24 TO THE SW1/4NE1/4 OF SAID SECTION 24, LYING AND BEING 15 FEET ON EITHER SIDE OF THE CENTERLINE OF THAT CERTAIN ROADWAY AS PRESENTLY CONSTRUCTED, EXISTING AND IN PLACE. EXCEPTING FROM THE ABOVE THE FOLLOWING AS CONVEYED IN INSTRUMENT RECORDED JUNE 5, 2009 AT RECEPTION NO. 769145 A PARCEL OF LAND IN THE N1/2NE1/4 SECTION 25, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6TH PRINCIPAL MERIDIAN IN GARFIELD COUNTY, COLORADO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 25, THENCE S 00 DEGREES 15' 10" E AND ALONG THE EAST LINE OF THE NE1/4NE1/4 SAID SECTION 25 A DISTANCE OF 1317.36 FEET TO THE NORTH 1/16TH CORNER OF SAID SECTION 25 AND SECTION 30, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN; THENCE S 89 DEGREES 39' 40" W. AND ALONG THE SOUTH LINE OF THE NE1/4NE1/4 SAID SECTION 25 A DISTANCE OF 903.23 FEET TO A WIRE FENCE LINE IN PLACE; THENCE N 35 DEGREES 00' 41" W AND FOLLOWING SAID FENCE LINE A DISTANCE OF 710.06 FEET TO A POINT ON THE WEST LINE OF SAID NE1/4NE1/4 SECTION 25; THENCE N 38 DEGREES 41' 53" W AND CONTINUING ALONG SAID FENCE LINE A DISTANCE 936.52 FEET TO A POINT ON THE NORTH LINE OF THE NW1/4NE1/4 OF SAID SECTION 25; THENCE N 89 DEGREES 40' 27" E AND ALONG THE NORTH LINE OF SAID NW1/4NE1/4 SECTION 25 A DISTANCE OF 582.92 FEET TO THE NORTHWEST CORNER OF SAID NE1/4NE1/4 OF SECTION 25; THENCE N 89 DEGREES 40' 27" E AND ALONG THE NORTH LINE OF SAID NE1/4NE1/4 SECTION 25 A DISTANCE OF 1307.78 FEET TO THE POINT OF BEGINNING. PARCEL 1: (PER SURVEY). A PARCEL OF LAND SITUATED BEING LOTS 2, 3 AND 4 AND THE SISE1/4, SEt/ASW'/4, SECTION 19 AND LOT 1 AND NEl/4NW1/4, N1/2NE1/4 OF SECTION 30 OF TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN AND BEING N1SE1/4, SWl/4NE1/4 AND THE SE'ANE1A OF SECTION 24 OF TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN ALL IN GARFIELD COUNTY, COLORADO. ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO BEARING OF S00°38'01"E BETWEEN THE C - W1/16 CORNER OF SECTION 18 AND THE SW1/16 CORNER OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN, BOTH BEING U.S. DEPT OF THE INTERIOR-BLM ALUM. CAPS FOUND IN PLACE. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE 51/16 CORNER COMMON TO SAID SECTIONS 19 & 20 BEING A SET REBAR WITH ALUM. CAP MARKED L.S. 28643, THE TRUE POINT OF BEGINNING; THENCE S.00°02'38"E. A DISTANCE OF 1317.80 FEET TO THE SE CORNER OF SAID SECTION 19 BEING A DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE S.00°00'59"E. A DISTANCE OF 1,320.34 FEET TO THE N1/16 CORNER ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GC63011227-5 Customer Ref -Loan No.: COMMON TO SECTIONS 29 AND 30, A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE S.89°41'22"W. A DISTANCE OF 2,643.89 FEET TO THE C -N1/16 CORNER OF SAID SECTION 30, A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE S.89°41'13"W. A DISTANCE OF 2,953.93 FEET TO THE N1/16 CORNER COMMON TO SAID SECTIONS 25 & 30, A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE N.00°03'13"W. A DISTANCE OF 1,317.11 FEET TO THE SW CORNER OF SAID SECTION 19, A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE N.00°38'11"E. A DISTANCE OF 1,374.97 FEET TO THE 51/16 CORNER OF SAID SECTION 24, A FOUND REBAR WITH ALUM. CAP, MARKED L.S. 10871 AND BEING A POINT ON A PARCEL OF LAND DESCRIBED IN RECEPTION No. 826549 OF THE GARFIELD COUNTY RECORDS; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL DESCRIBED IN RECEPTION No. 826549 THE FOLLOWING TWO (2) COURSES: 1) THENCE S.89°20'08"W. A DISTANCE OF 1,311.10 FEET TO THE SE1/16 CORNER OF SAID SECTION 24 BEING A FOUND REBAR WITH ALUM. CAP MARKED L.S. 10871; 2) THENCE S.89°22'12"W. A DISTANCE OF 1,310.49 FEET TO THE C -S1/16 CORNER OF SAID SECTION 24 BEING A FOUND REBAR WITH ALUM. CAP MARKED L.S. 10871 TOA POINT ON THE EASTERLY LINE OF A PARCEL LAND DESCRIBED IN RECEPTION No. 624258; THENCE ALONG SAID EASTERLY LINE OF SAID PARCEL DESCRIBED IN RECEPTION No. N.00°20'32"E. A DISTANCE OF 1,349.67 FEET TO THE C1/4 CORNER OF SAID SECTION 24 BEING A FOUND REBAR WITH ALUM. CAP MARKED L.S. 10871; THENCE LEAVING SAID PARCEL OF LAND DESCRIBED IN RECEPTION No. 826549 AND ALONG THE WEST LINE OF THE SWl/4NE1/4 OF SAID SECTION 24; N.00°22'06"E. A DISTANCE OF 1305.25 FEET TO THE NW CORNER OF SAID SW1ANE1/a; THENCE ALONG THE NORTH LINE OF THE S1 NE1/a OF SAID SECTION 24 N.88°28'44"E. A DISTANCE OF 1322.06 FEET; THENCE CONTINUING ALONG SAID NORTH LINE OF THE S1kNE1/4 OF SAID SECTION 24 N.88°28'44"E. A DISTANCE OF 1322.06 FEET TO NE CORNER OF THE SEl/4NE1/2 OF SECTION 24, ALSO BEING ON THE COMMON SECTION LINE OF SAID SECTION 24 AND SAID SECTION 19; THENCE ALONG SAID COMMON SECTION LINE 5.00°58'16"W. A DISTANCE OF 100.70 FEET TO THE NW CORNER OF LOT 2 OF SAID SECTION 19; THENCE LEAVING SAID COMMON SECTION LINE AND ALONG THE NORTH LINE OF SAID LOT 2 OF SAID SECTION 19 N.89°46'48"E. A DISTANCE OF 1606.00 FEET TO THE NE CORNER OF SAID LOT 2; THENCE ALONG THE EAST LINE OF SAID LOT 2 OF SECTION 19 S.00°27'38"W. A DISTANCE OF 1322.61 FEET TO THE SE CORNER OF SAID LOT 2 AND ALSO BEING THE NE CORNER OF LOT 3 OF SAID SECTION 19; THENCE ALONG THE EAST LINE OF SAID LOT 3 S.00°23'50"W. A DISTANCE OF 1321.80 FEET TO THE SE CORNER OF SAID LOT 3; THENCE ALONG THE NORTH LINE OF THE SE1/4SW1/4 OF SAID SECTION 19 N.89°42'37"E. A DISTANCE OF 1321.65 FEET; THENCE ALONG THE NORTH LINE OF THE S1 SE1/4 OF SAID SECTION 19 N.89°42137"E. A DISTANCE OF 2638.02 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF GARFIELD, STATE OF COLORADO PARCEL 2: (PER DEED) A PARCEL OF LAND AS DESCRIBED IN DEED BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE FOLLOWING PARCELS LOCATED IN TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO: ALL THAT PORTION OF THE E1/2NW1/4 OF SECTION 24 LOCATED EASTERLY OF COUNTY ROAD 311. AND THE S1/2SE1/4 OF SECTION 13 AND THE N1/2NE1/4 OF SECTION 24 EXCEPTING THEREFROM: ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GC63011227-5 Customer Ref -Loan No.: A PARCEL OF LAND SITUATED IN THE SOUTH 1/2 OF SECTION 13, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6TH PRINCIPAL MERIDAN, BEING BORDERED ON THE SOUTHERLY EDGE BY AN EXISTING FENCE LINE AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SE 1/16 CORNER OF SAID SECTION 13 A REBAR AND CAP P.L.S. NO. 10871 FOUND IN PLACE, THE POINT OF BEGINNING: THENCE ALONG A LINE N 88 DEGREES 25' 21" E 1321.50 FEET TO THE EAST LINE OF SAID SECTION 13; THENCE ALONG SAID SECTION LINE S 00 DEGREES 03' 16" E 1233.57 FEET TO AN EXISTING FENCE; THENCE LEAVING SAID SECTION LINE 13 ALONG SAID FENCE LINE THE FOLLOWING 23 COURSES AND DISTANCES: 1.1) N 44 DEGREES 37' 52" W 157.81 FEET; 2) N 85 DEGREES 46' 44" W 46.03 FEET; 3) N 74 DEGREES 00' 24" W 57.79 FEET; 4) N 55 DEGREES 07' 09" W 333.17 FEET; 5) N 46 DEGREES 04' 03" W 91.03 FEET; 6) N 84 DEGREES 56' 06" W 52.77 FEET; 7) N 64 DEGREES 27' 42" W 237.24 FEET; 8) N 86 DEGREES 35' 50" W 199.64 FEET; 9) N 63 DEGREES 47' 19" W 63.43 FEET; 10) N 71 DEGREES 35' 20" W 405.37 FEET; 11) N 71 DEGREES 19'42" W 106.97 FEET; 12) N 71 DEGREES 07' 45" W 114.84 FEET; 13) N 73 DEGREES 13' 29" W 44.64 FEET; 14) N 70 DEGREES 26' 41" W 67.09 FEET; 15) N 75 DEGREES 50' 49" W 93.92 FEET; 16) N 74 DEGREES 24' 21" W 299.02 FEET; 17) N 71 DEGREES 04' 31" W 142.41 FEET; 18) N 70 DEGREES 08' 33" W 151.86 FEET; 19) N 71 DEGREES 22' 31" W 142.03 FEET; 20) N 68 DEGREES 37' 35" W 127.57 FEET; 21) N 01 DEGREES 18' 15" W 56.10 FEET; 22) N 57 DEGREES 56' 33" W 57.24 FEET; 23) N 82 DEGREES 02' 37" W 87.75 FEET; THENCE N 89 DEGREES 16' 32" E 170.41 FEET TO THE CS 1/16 SECTION CORNER A REBAR AND CAP PLS 10871; THENCE N 88 DEGREES 25' 21" E 1329.24 FEET TO THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO PARCEL 2: (PER SURVEY) A PARCEL OF LAND SITUATED IN THE S1/2SE1% OF SECTION 13 AND THE N1/2NE'/4, AND A PORTION OF THE E' NW1.4 LYING EASTERLY OF GARFIELD COUNTY ROAD No. 311 OF SECTION 24 ALL OF TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN ALL IN GARFIELD COUNTY, COLORADO. ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO BEARING OF S00°38'01"E BETWEEN THE C -W1/16 CORNER OF SECTION 18 AND THE SW1/16 CORNER OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN. BOTH BEING U.S. DEPT OF THE INTERIOR-BLM ALUM. CAPS FOUND IN PLACE. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE C1/4 CORNER OF SAID SECTION 24 BEING A FOUND REBAR WITH ALUM. CAP MARKED L.S. 10871 AND ALSO BEING A POINT ON THE EASTERLY LINE OF A PARCEL OF LAND DESCRIBED IN RECEPTION No. 624258 THE TRUE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF SAID PARCEL OF LAND DESCRIBED IN RECEPTION No. 624258 5.88°49111"W. A DISTANCE OF ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GC63011227-5 Customer Ref -Loan No.: 873.23 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF GARFIELD COUNTY ROAD No 311 (DIVIDE CREEK ROAD) BEING A SET REBAR WITH CAP MARKED L.S. 28643; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF SAID GARFIELD COUNTY ROAD No. 311 THE FOLLOWING SEVENTEEN COURSES (17), ALL BEING A SET REBAR WITH CAP MARKED L.S. 28643: 1) THENCE N.25°49'27"E. A DISTANCE OF 102.84 FEET; 2) THENCE N.20°00'43"E. A DISTANCE OF 92.35 FEET; 3) THENCE N.12°07'29"E. A DISTANCE OF 140.57 FEET; 4) THENCE N.08°15'23"E. A DISTANCE OF 231.28 FEET; 5) THENCE N.23°03'13"E. A DISTANCE OF 57.37 FEET; 6) THENCE N.41°05'17'1E. A DISTANCE OF 84.97 FEET; 7) THENCE N.34°36'45"E. A DISTANCE OF 114.84 FEET; 8) THENCE N.16940110"E. A DISTANCE OF 109.57 FEET; 9) THENCE N.14°01116"E. A DISTANCE OF 433.58 FEET; 10) THENCE N.12°33'43"E. A DISTANCE OF 43.36 FEET; 11) THENCE N.12°07'49"E. A DISTANCE OF 370.37 FEET; 12) THENCE 276.47 FEET ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 526.73 FEET AND A CENTRAL ANGLE OF 30°0423" (CHORD BEARS N.02°5423"W. A DISTANCE OF 273.30 FEET); 13) THENCE N.17°56'34"W. A DISTANCE OF 25.96 FEET; 14) THENCE N.17°56'34"W. A DISTANCE OF 245.74 FEET; 15) THENCE N.15°48'44"W. A DISTANCE OF 215.61 FEET; 16) THENCE N.20°25'36"W. A DISTANCE OF 101.78 FEET; 17) THENCE N.26°29'38"W. A DISTANCE OF 116.36 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN RECEPTION No. 672519 OF THE GARFIELD COUNTY RECORDS; THENCE LEAVING SAID RIGHT-OF-WAY LINE AND ALONG THE EXTERIOR BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN RECEPTION No. 672519 THE FOLLOWING TWO (2) COURSES: 1) THENCE N.89°43'41"E. A DISTANCE OF 627.16 FEET TO THE Nl/a CORNER OF SAID SECTION 24 BEING A STONE CORNER FOUND IN PLACE; 2) THENCE N.00°11130"E. A DISTANCE OF 1,220.26 FEET TO A POINT ON AN EXISTING FENCE LINE AS DESCRIBED IN RECEPTION No. 735997; THENCE ALONG SAID EXISTING FENCE LINE THE FOLLOWING SEVENTEEN (17) COURSES: 1) THENCE S.68°36145"E. A DISTANCE OF 92.02 FEET; 2) THENCE S.71°21'41"E. A DISTANCE OF 142.03 FEET; 3) THENCE S.70°07'43"E. A DISTANCE OF 151.86 FEET; 4) THENCE S.71°03'41"E. A DISTANCE OF 142.41 FEET; 5) THENCE S.74°23'41"E. A DISTANCE OF 299.02 FEET; 6) THENCE S.75°49'59"E. A DISTANCE OF 93.92 FEET; 7) THENCE S.71°32'49"E. A DISTANCE OF 111.70 FEET; 8) THENCE 5.71°26147"E. A DISTANCE OF 627.18 FEET; 9) THENCE S.63°46'29"E. A DISTANCE OF 63.43 FEET; 10) THENCE S.86°35'00"E. A DISTANCE OF 199.64 FEET; 11) THENCE S.64°26'52"E. A DISTANCE OF 237.26 FEET; 12) THENCE S.84°55'16"E. A DISTANCE OF 52.77 FEET; 13) THENCE S.46°03'13"E. A DISTANCE OF 91.03 FEET; 14) THENCE S.55°0619"E. A DISTANCE OF 333.17 FEET; 15) THENCE S.73°59'34"E. A DISTANCE OF 57.79 FEET; 16) THENCE S.85°45'54"E. A DISTANCE OF 46.03 FEET; 17) THENCE S.44°36'35"E. A DISTANCE OF 157.81 FEET TO A POINT ON THE COMMON SECTION LINE OF SAID SECTION 13 AND SECTION 18 OF TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINICIPAL MERIDIAN; THENCE ALONG SAID COMMON SECTION LINE S.00°01'51"E. A DISTANCE OF 86.34 FEET TO THE SE CORNER OF SAID SECTION 13, BEING A GARFIELD COUNTY SURVEYOR BRASS CAP FOUND IN PLACE; THENCE S.00°05'10"E. A DISTANCE OF 99.11 FEET TO THE SW CORNER OF SAID SECTION 18 BEING A GARFIELD COUNTY SURVEYOR BRASS CAP SAID POINT ALSO BEING THE ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GC63011227-5 Customer Ref -Loan No.: NW CORNER OF SECTION 19 OF TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN; THENCE ALONG THE COMMON SECTION LINE OF SAID SECTIONS 19 AND 24 AND ALSO BEING ALONG THE WESTERLY LINE OF LOT 1 OF SAID SECTION 19 S.00°58'15"W. A DISTANCE OF 1222.48 FEET TO THE NE CORNER OF THE SE1,4NE1A OF SAID SECTION 24; THENCE ALONG THE NORTH LINE OF THE S' NE1/a S.88°28144"W. A DISTANCE OF 2644.12 FEET TO THE NW CORNER OF THE SW1ANE1/a OF SAID SECTION 24; THENCE ALONG THE WEST LINE OF SAID SW1ANE1/2 OF SAID SECTION 24 5.00°22'06"W. A DISTANCE OF 1305.25 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF GARFIELD, STATE OF COLORADO PARCEL 3: (PER DEED) A PARCEL OF LAND SITUATED IN THE SOUTH 1/2 OF SECTION 13, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING BORDERED ON THE SOUTHERLY EDGE BY AN EXISTING FENCE LINE AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SE 1/16 CORNER OF SAID SECTION 13 A REBAR AND CAP P.L.S. NO. 10871 FOUND IN PLACE, THE POINT OF BEGINNING: THENCE ALONG A LINE N 88 DEGREES 25' 21" E 1321.50 FEET TO THE EAST LINE OF SAID SECTION 13; THENCE ALONG SAID SECTION LINE S 00 DEGREES 03' 16" E 1233.57 FEET TO AN EXISTING FENCE; THENCE LEAVING SAID SECTION LINE 13 ALONG SAID FENCE LINE THE FOLLOWING 23 COURSES AND DISTANCES: 1) N 44 DEGREES 37' 52" W 157.81 FEET; 2) N 85 DEGREES 46' 44" W 46.03 FEET; 3) N 74 DEGREES 00' 24" W 57.79 FEET; 4) N 55 DEGREES 07' 09" W 333.17 FEET; 5) N 46 DEGREES 04' 03" W 91.03 FEET; 6) N 84 DEGREES 56' 06" W 52.77 FEET; 7) N 64 DEGREES 27' 42" W 237.24 FEET; 8) N 86 DEGREES 35' 50" W 199.64 FEET; 9) N 63 DEGREES 47' 19" W 63.43 FEET; 10) N 71 DEGREES 35' 20" W 405.37 FEET; 11) N 71 DEGREES 19'42" W 106.97 FEET; 12) N 71 DEGREES 07' 45" W 114.84 FEET; 13) N 73 DEGREES 13' 29" W 44.64 FEET; 14) N 70 DEGREES 26' 41" W 67.09 FEET; 15) N 75 DEGREES 50' 49" W 93.92 FEET; 16) N 74 DEGREES 24' 21" W 299.02 FEET; 17) N 71 DEGREES 04' 31" W 142.41 FEET; 18) N 70 DEGREES 08' 33" W 151.86 FEET; 19) N 71 DEGREES 22' 31" W 142.03 FEET; 20) N 68 DEGREES 37' 35" W 127.57 FEET; 21) N 01 DEGREES 18' 15" W 56.10 FEET; 22) N 57 DEGREES 56' 33" W 57.24 FEET; 23) N 82 DEGREES 02' 37" W 87.75 FEET; THENCE N 89 DEGREES 16' 32" E 170.41 FEET TO THE CS 1/16 SECTION CORNER A REBAR AND CAP PLS 10871; THENCE N. 88 DEGREES 25' 21" E. 1329.24 FEET TO THE POINT OF BEGINNING. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GC63011227-5 Customer Ref -Loan No.: EXCEPTING THEREFROM A PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN THE SEASW1A OF SECTION 13 TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO. ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO BEARING OF S00°38'01"E BETWEEN THE C -W1/16 CORNER OF SECTION 18 AND THE SW1/16 CORNER OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN. BOTH BEING U.S. DEPT OF THE INTERIOR-BLM ALUM. CAPS FOUND IN PLACE. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE C -S 1/16 CORNER OF SAID SECTION 13 BEING A FOUND REBAR WITH ALUM. CAP MARKED L.S. 10871 BEING THE TRUE POINT OF BEGINNING; THENCE ALONG THE EAST LINE OF THE SEI SW1/4 OF SAID SECTION 13 ALSO BEING THE EASTERLY LINE OF A PARCEL OF LAND DESCRIBED IN RECEPTION No. 672519 S.00°11'30"W. A DISTANCE OF 113.14 FEET TO A POINT ON AN EXISTING FENCE LINE; THENCE LEAVING SAID EAST LINE OF THE SEI/4SW1/4 AND ALONG SAID EXISTING FENCE LINE THE FOLLOWING FIVE (5) COURSES: 1) THENCE N.69°23'53"W. A DISTANCE OF 35.67 FEET; 2) THENCE N.01°37'53"W. A DISTANCE OF 56.31 FEET; 3) THENCE N.58°3111"W. A DISTANCE OF 62.60 FEET; 4) THENCE N.72°43'59"W. A DISTANCE OF 18.11 FEET; 5) THENCE N.83°26'00"W. A DISTANCE OF 38.55 FEET TO A POINT ON THE SOUTH LINE OF THE NE1ASW1A OF SAID SECTION 13. ALSO BEING ON THE SOUTH BOUNDARY LINE OF A PARCEL OF LAND DESCRIBED IN RECEPTION No. 671773 OF THE GARFIELD COUNTY, COLORADO RECORDS; THENCE ALONG SAID LINE N.89°16'29"E. A DISTANCE OF 144.37 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF GARFIELD. STATE OF COLORADO PARCEL 3: (PER SURVEY) A PARCEL OF LAND SITUATED IN THE S1hSE1/4 OF SECTION 13 TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN ALL IN GARFIELD COUNTY, COLORADO. ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO BEARING OF S00°38'01"E BETWEEN THE C -W1/16 CORNER OF SECTION 18 AND THE SW1/16 CORNER OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN. BOTH BEING U.S. DEPT OF THE INTERIOR-BLM ALUM. CAPS FOUND IN PLACE. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE C -S 1/16 CORNER OF SAID SECTION 13 BEING A FOUND REBAR WITH ALUM. CAP MARKED L.S. 10871, THE TRUE POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF THE SISE1A OF SAID SECTION 13 N.88°25'40"E. A DISTANCE OF 1329.19 FEET TO THE SE1/16 CORNER OF SAID SECTION 13 BEING A FOUND REBAR WITH ALUM. CAP MARKED L.S. 10871; THENCE CONTINUING ALONG THE NORTH LINE OF THE SISE1/4 N.88°25'16"E. A DISTANCE OF 1321.80 TO THE 51/16 CORNER OF SAID SECTION 13 BEING A FOUND REBAR WITH ALUM. CAP MARKED L.S. 10871 ALSO BEING ON THE COMMON SECTION LINE WITH SECTION 18, TOWNSHIP 7 SOUTH, RANGE 91 WEST; THENCE ALONG SAID COMMON SECTION LINE S.00°05'38"E. A DISTANCE OF 101.31 FEET TO THE 31/16 CORNER OF SAID SECTION 18 THENCE CONTINUING ALONG SAID COMMON SECTION S.00°02'07"E. A DISTANCE OF 1132.26 FEET TO A POINT ON AN EXISTING FENCE LINE AS DESCRIBED IN RECEPTION No. 735997; THENCE ALONG SAID FENCE LINE THE FOLLOWING SEVENTEEN (17) COURSES: 1) THENCE N.44°36'35"W. A DISTANCE OF 157.81 FEET; 2) THENCE N.85°45'54"W. A DISTANCE OF 46.03 FEET; 3) THENCE N.73°59'34"W. A DISTANCE OF 57.79 FEET; 4) THENCE N.55°06'19"W. A DISTANCE OF 333.17 FEET; ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GC63011227-5 Customer Ref -Loan No.: 5) THENCE N.46°03'13"W. A DISTANCE OF 91.03 FEET; 6) THENCE N.84°55'16"W. A DISTANCE OF 52.77 FEET; 7) THENCE N.64°26'52"W. A DISTANCE OF 237.24 FEET; 8) THENCE N.86°35'00"W. A DISTANCE OF 199.64 FEET; 9) THENCE N.63°46'29"W. A DISTANCE OF 63.43 FEET; 10) THENCE N.71°26'47"W. A DISTANCE OF 627.18 FEET; 11) THENCE N.71°3229"W. A DISTANCE OF 111.70 FEET; 12) THENCE N.75°49'59"W. A DISTANCE OF 93.92 FEET; 13) THENCE N.74°23'31"W. A DISTANCE OF 299.02 FEET; 14) THENCE N.71°03141"W. A DISTANCE OF 142.41 FEET; 15) THENCE N.70°07'43"W. A DISTANCE OF 151.86 FEET; 16) THENCE N.71°21'41"W. A DISTANCE OF 142.03 FEET; 17) THENCE N.68°36'45"W. A DISTANCE OF 92.02 FEET TO A POINT ON THE WEST LINE OF SAID S1SE1A OF SECTION 13; THENCE ALONG SAID WEST LINE N.00°11'30"E. A DISTANCE OF 113.14 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO PARCEL 4: (PER DEED) TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6TH RM. SECTION 13: N' SE1/4, AND THAT PART OF THE NE1/4SW1/4, DESCRIBED AS FOLLOWS: BEGINNING ATA POINT ON THE EAST LINE OF SAID NE1/4SW1/4 SEC. 13 WHENCE THE NORTHEAST CORNER OF SAID NEV4SW1/4 BEARS N. 0°07'46" E. 607.66 FEET; THENCE ALONG EXISTING FENCE S.76°14'47"W. 451.65 FEET; THENCE ALONG EXISTING FENCE S.01°57'17"E. 627.02 FEET TO THE SOUTH LINE OF SAID NE1/4SW1/4; THENCE N.89°13'41" E. 415.70 FEET TO THE SOUTHEAST CORNER OF SAID NE1ASW1/4; THENCE N.00°07'46"E. 728.44 FEET TO THE POINT OF BEGINNING. TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH RM. SECTION 18: LOTS 2, 3 AND 4, SE1/4SW1/4 SECTION 19: LOT 1, W1hNE1/4, SE1/4NE1/4, E1hNW1/4, N1/2SE1/4, NE1ASW1/4 EXCEPTING FROM THE ABOVE DESCRIBED PROPERTY THE TWO PARCELS OF LAND CONVEYED TO WAYNE HALL AND AMORETTE HALL BY LOREN W. ARTHUR AND MARY E. ARTHUR BY DEED RECORDED OCTOBER 3, 1973 IN BOOK 450 AT PAGE 305 AS RECEPTION NO. 260224, DESCRIBED AS FOLLOWS: PARCEL 1: A PARCEL OF LAND SITUATED IN THE N1 SE1/4 AND IN THE NE1/4SWVI OF SEC. 13, T. 7 S., R. 92 W., 6TH RM., LYING SOUTHERLY OF THE EAST WEST CENTERLINE OF SAID SEC. 13, T. 7 S., R. 92 W., 6TH RM., LYING SOUTHERLY OF THE EAST WEST CENTERLINE OF SAID SEC. 13, AND NORTHERLY OF A FENCE AS CONSTRUCTED AND IN PLACE. BEGINNING AT THE RE-ESTABLISHED QUARTER CORNER ON THE EASTERLY LINE OF SAID SEC. 13 WHENCE A ROCK CORNER FOUND IN PLACE AND PROPERLY MARKED FOR THE SOUTHWEST CORNER OF SEC. 18 IN T. 7 S., R. 91 W., 6TH RM., BEARS: S. 00°03'35" E. 2740.30 FEET; THENCE S. 00°03'35" E. 28.12 FEET ALONG THE EASTERLY LINE OF SAID SEC. 13, TO A POINT IN SAID FENCE; THENCE S. 86°54'23" W. 2595.53 FEET ALONG SAID FENCE; THENCE S. 85°44'35" W. 751.58 FEET ALONG SAID FENCE; THENCE S. 88°27'43" W. 272.33 FEET ALONG SAID FENCE; THENCE S. 88°23'18" W. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GC63011227-5 Customer Ref -Loan No.: 308.99 FEET ALONG SAID FENCE TO A POINT ON THE EASTERLY RIGHT -OF- WAY FENCE OF A COUNTY ROAD AS CONSTRUCTED AND IN PLACE (WEST DIVIDE CREEK ROAD); THENCE N. 00°00"13" E. 154.04 FEET ALONG SAID RIGHT-OF-WAY FENCE, TO A POINT ON THE EAST WEST CENTERLINE OF SAID SEC. 13; THENCE N. 88°44'41? E. 3923.24 FEET ALONG SAID CENTERLINE TO A QUARTER CORNER ON THE EASTERLY LINE OF SAID SEC. 13, THE POINT OF BEGINNING. PARCEL 2: ALSO A PARCEL OF LAND SITUATED IN LOT 2 OF SEC. 18, T. 7 S., R. 91 W., 6TH P.M., LYING NORTHERLY AND WESTERLY OF A FENCE AS CONSTRUCTED AND IN PLACE AND EASTERLY OF THE WESTERLY LINE OF SAID SEC. 18, SAID PARCEL OF LAND IS DESCRIBED AS FOLLOWS: BEGINNING AT THE RE- ESTABLISHED QUARTER CORNER FOR THE EAST QUARTER CORNER OF SEC. 13, T. 7 S., R. 92 W., 6TH R.M., SAID CORNER BEING ON THE WESTERLY LINE OF SAID SEC. 18, WHENCE A ROCK CORNER FOUND IN PLACE AND PROPERLY MARKED FOR THE SOUTHWEST CORNER OF SAID SEC. 18 BEARS: S. 00°03'35" E. 2740.30 FEET; THENCE S. 00°03'35" E. 28.12 FEET ALONG THE WESTERLY LINE OF SAID SEC. 18 TO A POINT ON SAID FENCE; THENCE N. 86°54'23" E. 31.26 FEET ALONG SAID FENCE; THENCE N. 18°00'00" W. 101.34 FEET ALONG SAID FENCE TO A POINT ON THE WESTERLY LINE OF SAID SEC. 18; THENCE S. 00°03'35" E. 69.95 FEET ALONG THE WESTERLY LINE OF SAID SEC. 18 TO THE EAST QUARTER CORNER OF SAID SEC. 13, THE POINT OF BEGINNING. TOGETHER WITH A RIGHT-OF-WAY AND EASEMENT FOR ROAD PURPOSES OVER AND ACROSS THE SE1.4NE1A, SECTION 13, T7S, R92W, 6TH RM., AS SAID ROAD IS NOW CONSTRUCTED AND IN PLACE. ALSO EXCEPTING THEREFROM A PARCEL OF LAND SITUATED IN LOT 2 OF SAID SECTION 18, TOWNSHIP 7 SOUTH, RANGE 81 WEST OF THE 6th PRINCIPAL MERIDIAN. SAID PARCEL OF LAND KNOWN AS THE "RANCH MANAGER PARCEL" AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PARCEL OF LAND BEING A PORTION OF LOT 2 OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO. ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO BEARING OF S00°38101"E BETWEEN THE C -W1/16 CORNER OF SECTION 18 AND THE SW1/16 CORNER OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN, BOTH BEING U.S. DEPT. OF THE INTERIOR-BLM ALUM. MONUMENTS FOUND IN PLACE. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE C -W1/16 CORNER OF SAID SECTION 18, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THE TRUE POINT OF BEGINNING; THENCE N.89°53'40"W. A DISTANCE OF 76.23 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT 170.48 FEET WITH A RADIUS OF 1135.00 FEET AND CHORD BEARING N.14°00'38"E. A DISTANCE OF 170.32 FEET; THENCE N.09°42'28"E. A DISTANCE OF 18.50 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT 159.54 FEET WITH A RADIUS OF 100.00 FEET AND CHORD BEARING N.35°59'44"W. A DISTANCE OF 143.15 FEET; THENCE N.81°41'55"W. A DISTANCE OF 177.77 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT 137.76 FEET WITH A RADIUS OF 256.55 FEET AND CHORD BEARING S.82°55'08"W. A DISTANCE OF 136.11 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT 276.92 FEET WITH A RADIUS OF 720.11 FEET AND CHORD BEARING 5.78°33'11"W. A DISTANCE OF 275.22 FEET; THENCE S.89°34'12"W. A DISTANCE OF 59.59 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT 293.08 FEET WITH A RADIUS OF 830.00 FEET AND CHORD BEARING N.80°18'51"W. A DISTANCE OF 291.56 FEET; THENCE N.70°11'54"W A DISTANCE OF 373.07 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT 194.24 FEET WITH A RADIUS OF 730.00 FEET AND CHORD BEARING N.62°34'31"W 193.67 FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT 2 AND ALSO BEING THE WESTERLY LINE OF SAID SECTION 18 AND BEING COMMON TO SECTION 13, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6TH PRINCIPAL MERIDIAN; THENCE ALONG SAID ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GC63011227-5 Customer Ref -Loan No.: WESTERLY LINE OF LOT 2 AND COMMON SECTION LINE N.00°03'51"W. A DISTANCE OF 802.46 FEET TO THE N 1/16 CORNER OF SAID SECTION 18, WHENCE A WITNESS CORNER FOR THIS CORNER BEARS S.00°03'51"E. A DISTANCE OF 20.00 FEET; THENCE LEAVING SAID WESTERLY LINE OF LOT 2 AND COMMON SECTION LINE TO SECTIONS 18 AND 13 AND ALONG THE NORTH LINE OF SAID LOT 2 OF SAID SECTION 18 S.89°54'32"E. A DISTANCE OF 1553.14 FEET TO THE NW1/16 CORNER OF SAID SECTION 18, BEING A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE ALONG THE EASTERLY LINE OF SAID LOT 2 S.00°37'33"E. A DISTANCE OF 1317.99 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO PARCEL 4: (PER SURVEY) A PARCEL OF LAND SITUATED IN A PORTION OF LOT 2, LOT 3, LOT 4 AND THE SE%SW'/a OF SECTION 18, LOT 1, NE%NW'/4, W1NE1A, SE'/4NEA, NiSE'/4, AND THE NE'/%SW'% OF SECTION 19, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN AND IN THE N1 SE1/4 AND A PORTION OF THE NE'/4SW1A OF SECTION 13, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN ALL IN GARFIELD COUNTY, COLORADO. ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO BEARING OF S00°38'01"E BETWEEN THE C -W1/16 CORNER OF SECTION 18 AND THE SW1/16 CORNER OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN, BOTH BEING U.S. DEPT OF THE INTERIOR-BLM ALUM. CAPS FOUND IN PLACE. SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE C -W1/16 CORNER OF SAID SECTION 18, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6th PRINCIPAL MERIDIAN, BEING A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE S.00°38'01"E. A DISTANCE OF 1,313.33 FEET TO THE SW1/16 CORNER OF SAID SECTION 18, A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE N.89°57'17"E. A DISTANCE OF 1,313.10 FEET TO THE C-51/16 CORNER OF SAID SECTION 18, A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE S.00°43'14"E. A DISTANCE OF 1,309.85 FEET TO THE N'/4 CORNER OF SAID SECTION 19, A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE N.89°42'25"E. A DISTANCE OF 1,306.12 FEET TO THE E1/16 CORNER COMMON TO SAID SECTIONS 18 & 19, A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE S.00°08'34"W. A DISTANCE OF 1,322.92 FEET TO THE NE1/16 OF SAID SECTION 18, A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE N.89°43'43"E. A DISTANCE OF 1,310.52 FEET TO THE NE1/16 CORNER COMMON TO SECTIONS 19 &20, A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE S.00°02'49"E. A DISTANCE OF 1,323.28 FEET TO THE E/4 OF SAID SECTION 19, A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE S.00°02'39"E. A DISTANCE OF 1317.76 FEET TO THE 51/16 CORNER COMMON TO SECTIONS 19 AND 20, BEING A REBAR WITH ALUM. CAP MARKED L.S. 28643; THENCE ALONG THE SOUTH LINE OF THE N1/2SE1/4 OF SAID SECTION 19 S.89°42'37"W. A DISTANCE OF 2638.02 FEET; THENCE ALONG THE SOUTH LINE OF THE NE1ASW1/4 OF SAID SECTION 19 S.89°42'37"W A DISTANCE OF 1321.65 FEET; THENCE ALONG THE WEST LINE OF THE NE1/4SW1/4 OF SECTION 19 N.00°23'50"E. A DISTANCE OF 1321.80 FEET; THENCE ALONG THE WEST LINE OF THE SE1/4NW1/4 OF SAID SECTION 19 N.00°27'38"E. A DISTANCE OF 1322.61 FEET TO THE NE CORNER OF LOT 2 OF SECTION 19; THENCE ALONG THE NORTH LINE OF LOT 2 5.89°46149"W. A DISTANCE OF1606.00 FEET TO A POINT ON THE COMMON SECTION LINE OF SAID SECTION 19 AND SAID SECTION 24; THENCE ALONG SAID COMMON SECTION LINE AND WEST LINE OF LOT 1 N.00°58'16"E. A DISTANCE OF 100.59 FEET; THENCE CONTINUING ALONG THE COMMON SECTION LINE AND WEST LINE OF LOT 1 N.00°58'16"E. A DISTANCE OF 1222.58 FEET TO THE NW CORNER OF SECTION 19 BEING A FOUND GARFIELD COUNTY SURVEYOR BRASS CAP; THENCE ALONG THE COMMON SECTION LINE OF SAID SECTION 18 AND SECTION 24 N.00°05'10"W. A DISTANCE OF 99.11 FEET TO THE SE CORNER OF SAID SECTION 13 BEING A GARFIELD COUNTY SURVEYOR BRASS CAP; THENCE ALONG THE COMMON SECTION LINE OF SAID SECTION 18 AND SAID SECTION 13 AND BEING THE WEST LINE OF LOT 4 OF SECTION 18 N.00°02'07"W. A DISTANCE OF 1218.60 FEET TO THE S1/16 CORNER OF SECTION 18; ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GC63011227-5 Customer Ref -Loan No.: THENCE CONTINUING ALONG THE COMMON SECTION LINE OF SECTION 18 AND SECTION 13 AND THE WEST LINE OF LOT 3 OF SECTION 18 N.00°05'38"W. A DISTANCE OF 101.31 FEET TO THE S1/16 CORNER OF SAID SECTION 13; THENCE LEAVING SAID COMMON SECTION LINE AND ALONG THE NORTH LINE OF THE S1/4SE1/4 OF SECTION 13 S.88°25'16"W. A DISTANCE OF 1321.80 FEET TO THE SE1/16 CORNER OF SECTION 13 BEING A FOUND REBAR WITH ALUM. CAP MARKED L.S. 10871; THENCE CONTINUING ALONG SAID NORTH LINE OF THE S1SE1/4 S.88°25'40"W. A DISTANCE OF 1329.19 FEET TO THE C -S 1/16 CORNER BEING A FOUND REBAR WITH ALUM CAP MARKED L.S. 10871; THENCE ALONG THE SOUTH LINE OF THE NE1/4SW1/4 OF SECTION 13 S.89°16'29"W. A DISTANCE OF 381.23 FEET TO A POINT ON AN EXISTING FENCE LINE AS DESCRIBED IN RECEPTION No. 671773; THENCE LEAVING SAID SOUTH LINE OF THE NEl/aSW'/a AND ALONG SAID FENCE LINE THE FOLLOWING TWO (2) COURSES WITH ALL CORNERS BEING A SET REBAR WITH CAP L.S. 28643: 1) THENCE N.04°00'59"W. A DISTANCE OF 625.92 FEET; 2) THENCE N.73°00'29"E. A DISTANCE OF 446.91 FEET TO A POINT ON THE EAST LINE OF THE NE1/4SW1/4 OF SAID SECTION 13; THENCE ALONG SAID EAST LINE OF THE NE1/4SW1/4 N.00°10'46"E. A DISTANCE OF 466.57 FEET TO A POINT ON AN EXISTING FENCE LINE AS DESCRIBED IN RECEPTION No. 260224 AS PARCEL 1; THENCE ALONG SAID FENCE LINE AS DESCRIBED THE FOLLOWING FOUR (4) COURSES WITH ALL CORNERS BEING A SET REBAR WITH CAP MARKED L.S. 28643: 1) THENCE N.85°56'04"E. A DISTANCE OF 1,266.55 FEET; 2) THENCE N.87°11'33"E. A DISTANCE OF 683.68 FEET; 3) THENCE N.87°41'37"E. A DISTANCE OF 410.98 FEET; 4) THENCE N.88°22'15"E. A DISTANCE OF 288.12 FEET; TO A POINT ON THE EAST LINE OF SECTION 13; WHENCE THE E1/4 OF SECTION 13, A U.S DEPT. OF INTERIOR-BLM ALUM. CAP BEARS N. 00°03151"E. A DISTANCE OF 28.12 FEET AND POINT ALSO BEING A POINT ON THE WESTERLY LINE OFAPARCELLAND DESCRIBED IN RECEPTION No. 260224AS PARCEL2; THENCE ALONG THE SOUTHERLY AND EASTERLY LINES OF SAID PARCEL THE FOLLOWING TWO (2) COURSES: 1) THENCE N.86°54'51"E. A DISTANCE OF 31.36 FEET TO A SET REBAR WITH CAP MARKED L.S. 28643; 2) THENCE N.17°59'46"W. A DISTANCE OF 101.34 FEET TO A POINT TO A POINT ON THE WEST LINE OF SAID SECTION 18 BEING A SET REBAR WITH CAP MARKED L.S. 28643 THENCE LEAVING SAID PARCEL AND ALONG THE WESTERLY LINE OF SAID SECTION 18; N.00°03'51"W. A DISTANCE OF 340.91 FEET TO A POINT ON THE SOUTHERLY LINE OF A PARCEL OF LAND KNOWN AS THE RANCH MANAGER'S PARCEL AS SHOWN ON THE PLAT RECORDED AS RECEPTION No. 808173; THENCE ALONG SAID SOUTHERLY LINE OF THE RANCH MANAGER'S PARCEL THE FOLLOWING ELEVEN (11) COURSES AND ALL CORNERS BEING A FOUND REBAR WITH CAP MARKED L.S. 31944: 1) THENCE 194.24 FEET ALONG THE ARC OF A CURVE TO THE LEFT WITH A RADIUS OF 730.00 FEET, A CENTRAL ANGLE OF 15°14'43", (CHORD BEARS S.62°34'31"E., A DISTANCE OF 193.67 FEET); 2) THENCE S. 70°11'54" E A DISTANCE OF 373.07 FEET; 3) THENCE 293.08 FEET ALONG THE ARC OF A CURVE TO THE LEFT WITH A RADIUS OF 830.00 FEET, A CENTRAL ANGLE OF 20°13'54" (CHORD BEARS S.80°18'51"E. A DISTANCE OF 291.56 FEET); 4) THENCE N.89°34'12"E. A DISTANCE OF 59.59 FEET; 5) THENCE 276.92 FEET ALONG THE ARC OF A CURVE TO THE LEFT WITH A RADIUS OF 720.11 FEET, A CENTRAL ANGLE OF 22°02'01" (CHORD BEARS N.78°33'11"E. A DISTANCE OF 275.22 FEET); 6) THENCE 137.76 FEET ALONG THE ARC OF A CURVE TO THE RIGHT WITH A RADIUS OF 256.55 FEET, A CENTRAL ANGLE OF 30°45'58" (CHORD BEARS N.82°55'08"E. A DISTANCE OF 136.11 FEET); 7) THENCE S.81°41'55"E. A DISTANCE OF 177.77 FEET; 8) THENCE 159.54 FEET ALONG THE ARC OF A CURVE TO THE RIGHT WITH A RADIUS OF 100.00 FEET; A CENTRAL ANGLE OF 91°24'34" (CHORD BEARS S.35°59'44"E. A DISTANCE OF 143.15 FEET); 9) THENCE S.09°42'28"W. A DISTANCE OF 18.50 FEET 10) THENCE 170.48 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1135.00 FEET, A CENTRAL ANGLE OF 08°36'22" (CHORD BEARS S.14°00'38"W. A DISTANCE OF 170.32 FEET); 11) THENCE S.89°53'40"E. A DISTANCE OF 76.23 FEET TO THE POINT OF BEGINNING. COUNTY OF GARFIELD, STATE OF COLORADO ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number: GC63011227-5 Customer Ref -Loan No.: Copyright 2006-2016 American Land Title Association. All Rights Reserved The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN END MILE msocimiaN ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B-1 (Requirements) Order Number: GC63011227-5 The following are the requirements to be cornplied with: Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to -wit: 1. PROVIDE LAND TITLE GUARANTEE COMPANY WITH A CURRENT IMPROVEMENT SURVEY PLAT OF SUBJECT PROPERTY. UPON REVIEW, ADDITIONAL REQUIREMENTS AND/OR EXCEPTIONS MAY BE NECESSARY. LAND TITLE IS NOT RESPONSIBLE FOR ORDERING SAID IMPROVEMENT SURVEY PLAT. SAID SURVEY MUST BE CERTIFIED TO LAND TITLE GUARANTEE COMPANY AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY. 2. DULY EXECUTED AND ACKNOWLEDGED STATEMENT OF AUTHORITY SETTING FORTH THE NAME OF RON ROGERS AND LISA SPECHT LIVING TRUST, DATED AUGUST 11, 1989, AS AMENDED AS A TRUST. THE STATEMENT OF AUTHORITY MUST STATE UNDER WHICH LAWS THE TRUST WAS CREATED, THE MAILING ADDRESS OF THE TRUST, THE NAME AND POSITION OF THE PERSON(S) AUTHORIZED TO EXECUTE INSTRUMENTS CONVEYING, ENCUMBERING, OR OTHERWISE AFFECTING TITLE TO REAL PROPERTY ON BEHALF OF THE TRUST AND OTHERWISE COMPLYING WITH THE PROVISIONS OF SECTION 38-30-172, CRS. NOTE: RELEVANT PORTIONS OF THE FULLY EXECUTED TRUST AGREEMENT FOR THE ABOVE- NAMED TRUST MUST BE FURNISHED TO LAND TITLE GUARANTEE COMPANY PRIOR TO CLOSING SO THAT THE COMPANY CAN CONFIRM THE ACCURACY OF THE STATEMENTS APPEARING IN THE STATEMENT OF AUTHORITY. NOTE: THE STATEMENT OF AUTHORITY MUST BE RECORDED WITH THE CLERK AND RECORDER. 3. SPECIAL WARRANTY DEEDS FROM RON ROGERS AND LISA SPECHT, OR THEIR SUCCESSOR(S), IN THEIR CAPACITY AS TRUSTEES OF THE RON ROGERS AND LISA SPECHT LIVING TRUST, DATED AUGUST 11, 1989, AS AMENDED A/K/A RON ROGERS AND LISA SPECHT LIVING TRUST TO ROBERT H. CHAPMAN CONVEYING PARCELS 1. 2. 3 AND 4. NOTE: ITEMS 1-3 OF THE STANDARD EXCEPTIONS WILL BE DELETED FROM THE OWNER'S POLICY UPON RECEIPT OF AN APPROVED SURVEY. MATTERS DISCLOSED BY SAID SURVEY MAY BE ADDED TO SCHEDULE B-2 HEREOF. UPON THE APPROVAL OF THE COMPANY AND THE RECEIPT OF A NOTARIZED FINAL LIEN AFFIDAVIT, ITEM NO. 4 OF THE STANDARD EXCEPTIONS ON THE OWNER'S POLICY, WILL BE AMENDED AS FOLLOWS: ITEM NO. 4 OF THE STANDARD EXCEPTIONS IS DELETED AS TO ANY LIENS OR FUTURE LIENS RESULTING FROM WORK OR MATERIAL FURNISHED AT THE SPECIFIC, DIRECT REQUEST, AND WITH THE ACTUAL KNOWLEDGE OF RON ROGERS AND LISA SPECHT, OR THEIR SUCCESSOR(S), IN THEIR CAPACITY AS TRUSTEES OF THE RON ROGERS AND LISA SPECHT LIVING TRUST, DATED AUGUST 11, 1989, AS AMENDED A/K/A RON ROGERS AND LISA SPECHT LIVING TRUST. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B-1 (Requirements) Order Number: GC63011227-5 The following are the requirements to be complied with: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SHALL HAVE NO LIABILITY FOR ANY LIENS ARISING FROM WORK OR MATERIAL FURNISHED AT THE SPECIFIC, DIRECT REQUEST, AND WITH THE ACTUAL KNOWLEDGE OF ROBERT H. CHAPMAN. NOTE: ITEM 5 OF THE STANDARD EXCEPTIONS WILL BE DELETED IF LAND TITLE GUARANTEE COMPANY CONDUCTS THE CLOSING OF THE CONTEMPLATED TRANSACTION(S) AND RECORDS THE DOCUMENTS IN CONNECTION THEREWITH. NOTE: UPON PROOF OF PAYMENT OF 2015 TAXES, ITEM 6 WILL BE AMENDED TO READ: TAXES AND ASSESSMENTS FOR THE YEAR 2016 AND SUBSEQUENT YEARS. NOTE: THE ISSUANCE OF THE POLICIES AND/OR ENDORSEMENTS REFERENCED IN THIS COMMITMENT ARE SUBJECT TO THE APPROVAL OF THE UNDERWRITER OF SAID POLICIES AND/OR ENDORSEMENTS. THIS COMMITMENT MAY BE REVISED AS REQUIRED BY THE UNDERWRITER TO ISSUE THE POLICIES AND/OR ENDORSEMENTS REQUESTED. THIS NOTE WILL BE DELETED UPON THE RECEIPT OF SAID APPROVAL. Old Republic National Title Insurance Company Schedule B-2 (Exceptions) Order Number: GC63011227-5 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 7. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8. EXISTING LEASES AND TENANCIES. 9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 15, 1917, IN BOOK 92 AT PAGE 361. 10. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JULY 31, 1922, IN BOOK 112 AT PAGE 376. 11. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 13, 1923, IN BOOK 112 AT PAGE 389. 12. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JANUARY 08, 1934, IN BOOK 112 AT PAGE 608. 13. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED SEPTEMBER 28, 1944, IN BOOK 213 AT PAGE 203 AND THE RESERVATION OF ALL MINERALS. 14. MINERAL DEED RECORDED APRIL 25, 1959 IN BOOK 316 AT PAGE 598 ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. Old Republic National Title Insurance Company Schedule B-2 (Exceptions) Order Number: 6C63011227-5 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 15. MINERAL RESERVATION RECORDED DECEMBER 27, 1963 IN BOOK 355 AT PAGE 74, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 16. MINERAL RESERVATION RECORDED SEPTEMBER 6, 1973 IN BOOK 449 AT PAGE 251 ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 17. MINERAL RESERVATION RECORDED MARCH 19, 1974 IN BOOK 456 AT PAGE 576, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 18. MINERAL RESERVATION RECORDED MARCH 19, 1974 IN BOOK 456 AT PAGE 577, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 19. RIGHT OF INGRESS AND EGRESS FOR THE PURPOSE OF MINING, DRILLING FOR, AND REMOVING MINERALS AS SET FORTH IN DOCUMENT RECORDED JULY 24, 1967 IN BOOK 386 AT PAGE 327 ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 20. RIGHT OF WAY TO NORTHWEST PIPELINE RECORDED MARCH 5, 1979 IN BOOK 523 AT PAGE 733. 21, TERMS, CONDITIONS AND PROVISIONS OF EASEMENT DEED RECORDED JUNE 15, 2001 IN BOOK 1261 AT PAGE 467. (ITEMS 9 THROUGH 21 AFFECT PARCEL 1) 22. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED MARCH 15, 1900, IN BOOK 12 AT PAGE 537 RECORDED JUNE 14, 1894 IN BOOK 12 AT PAGE 326 AND RECORDED SEPTEMBER 28, 1944 IN BOOK 213 AT PAGE 203. 23. ALL MINERALS TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE AND REMOVE THE SAME, AS AUTHORIZED BY ACT OF JUNE 26, 1936 (49 STAT. 1976) AS RESERVED BY THE UNITED STATES IN PATENT RECORDED SEPTEMBER 28, 1944 IN BOOK 213 AT PAGE 203 AS RECEPTION NO. 152535. (N1/2NE1/4 SECTION 24, S1/2SE1/4 SECTION 13). 24. AN UNDIVIDED 3/4 INTEREST IN ALL OIL, GAS AND OTHER MINERALS OWNED BY THE PARTIES AS RESERVED IN THE DEED RECORDED JANUARY 15, 1974 IN BOOK 454 AT PAGE 127, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 25. ROAD VIEWERS REPORTS AS SET FORTH: 1) MARCH 26, 1888 IN ROAD RECORD BOOK 1 AT PAGE 83 AS RECEPTION NO. 6552; 2) APRIL 1, 1890 IN BOOK 1 AT PAGE 90 AS RECEPTION NO. 10213; 3) AUGUST 18, 1927 IN BOOK 2 AT PAGE 85 AS RECEPTION NO. 99323. 26. MAP OF DIVIDE CREEK ROAD FILED AUGUST 18, 1927 AS RECEPTION NO. 99321. 2T ROAD PETITION FILED AUGUST 18, 1827 IN ROAD RECORD BOOK 2 AT PAGE IQ AS RECEPTION NO. 99322. 28. TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS AS CONTAINED IN WARRANTY DEED RECORDED APRIL 3, 1989 IN BOOK 751 AT PAGE 525 AS RECEPTION NO. 400209. 29. TERMS, CONDITIONS AND PROVISIONS OF PIPELINE AND RIGHT OF WAY GRANT RECORDED MAY Old Republic National Title Insurance Company Schedule 6-2 (Exceptions) Order Number: GC63011227-5 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 16, 2003 AT RECEPTION NO. 627489 AND CORRECTED RECORDED MAY 29, 2003 UNDER RECEPTION NO. 628220. 30. TERMS, CONDITIONS AND PROVISIONS OF ASSIGNMENT OF OIL AND GAS LEASES RECORDED JUNE 13, 2003 AT RECEPTION NO. 629378. 31. TERMS, CONDITIONS AND PROVISIONS OF AMENDED PIPELINE RIGHT-OF-WAY GRANT RECORDED APRIL 01, 2004 AT RECEPTION NO. 649375. 32. RESERVATION OF ONE HALF OF ANY AND ALL MINERALS OWNED BY SELLER IN WARRANTY DEED RECORDED NOVEMBER 1, 2012 AT RECEPTION NO. 826332 ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. (ITEMS 22 THROUGH 32 AFFECT PARCEL 2) 33. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED RECORDED SEPTEMBER 28, 1944 IN BOOK 213 AT PAGE 203. 34. ALL MINERALS TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE AND REMOVE THE SAME, AS AUTHORIZED BY ACT OF JUNE 26, 1936 (49 STAT. 1976) AS RESERVED BY THE UNITED STATES IN PATENT RECORDED SEPTEMBER 28, 1944 IN BOOK 213 AT PAGE 203 (N1/2NE1/4 SECTION 24, S1/2SE1/4 SECTION 13). 35. AN UNDIVIDED 3/4 INTEREST IN ALL OIL, GAS AND OTHER MINERALS OWNED BY THE PARTIES AS RESERVED IN THE DEED RECORDED JANUARY 15, 1974 IN BOOK 454 AT PAGE 127. 36. TERMS, CONDITIONS AND PROVISIONS OF ASSIGNMENT OF OIL AND GAS LEASES AND AGREEMENTS RECORDED JUNE 13, 2003 IN BOOK 1480 AT PAGE 574. 37. TERMS, CONDITIONS AND PROVISIONS OF ASSIGNMENT OF OVERRIDING ROYALTY INTEREST RECORDED JUNE 06, 2006 IN BOOK 1807 AT PAGE 647. 38. TERMS, CONDITIONS AND PROVISIONS OF ASSIGNMENT OF OVERRIDING ROYALTY INTEREST RECORDED OCTOBER 13, 2006 IN BOOK 1852 AT PAGE 781. (ITEMS 33 THROUGH 38 AFFECT PARCEL 31 39. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 1, 1912 AT RECEPTION NO. 44550 AND RECORDED DECEMBER 8, 1911 AT RECEPTION NO. 43198 AND RECORDED MAY 2, 1969 AT RECEPTION NO. 243322. 40. RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 01, 1912 UNDER RECEPTION NO. 44551 AND RECORDED DECEMBER 8, 1911 AT RECEPTION NO. 43195 AND 43196. Old Republic National Title Insurance Company Schedule B-2 (Exceptions) Order Number: GC63011227-5 The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 41. ALL OF THE COAL IN THE LANDS SO PATENTED AND THE RIGHT TO PROSPECT FOR , MINE AND REMOVE SUCH DEPOSITS AS RESERVED IN PATENT RECORDED DECEMBER 8, 1911 AT RECEPTION NO. 43196 AND RECORDED MAY 2, 1969 AT RECEPTION NO. 243322 ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 42. ALL THE OIL AND GAS IN THE LANDS SO PATENTED TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE AND REMOVE SUCH DEPOSITS AS RESERVED IN PATENT RECORDED MAY 2, 1969 AT RECEPTION NO. 243322 ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 43. AN UNDIVIDED ONE-HALF INTEREST IN ALL OIL, GAS AND OTHER MINERALS AS RESERVED IN INSTRUMENT RECORDED NOVEMBER 19, 1960 IN BOOK 331 AT PAGE 210 AT RECEPTION NO. 211865, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 44. MINERAL RESERVATION AND ROYALTY AS CONTAINED IN INSTRUMENT RECORDED OCTOBER 29, 1973 AT RECEPTION NO. 260493 ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 45. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT OF WAY AND EASEMENT RECORDED JULY 13, 1979 IN BOOK 531 AT PAGE 476. 46. TERMS, CONDITIONS AND PROVISIONS OF UNIT AGREEMENT FOR THE DEVELOPMENT AND OPERATION OF THE GARFIELD 11 UNIT AREA RECORDED APRIL 11, 1983 IN BOOK 624 AT PAGE 624. 47 TERMS, CONDITIONS AND PROVISIONS OF OILAND GAS LEASE RECORDED JANUARY 08, 1985 AT RECEPTION NO. 358587 ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 48. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN HOLY CROSS RIGHT OF WAY RECORDED SEPTEMBER 30, 1996 UNDER RECEPTION NO. 499005 AND CONTRACT FOR SERVICE RECORDED SEPTEMBER 30, 1996 AT RECEPTION NO. 499006. 49. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN DEED RECORDED FEBRUARY 29, 1984 IN BOOK 645 AT PAGE 93. 50. TERMS, CONDITIONS AND PROVISIONS OF OILAND GAS LEASES RECORDED MARCH 30, 1990 AT RECEPTION NO. 411105 AND 411106 ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 51. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN DECLARATION RE: WELL SHARING RECORDED SEPTEMBER 16, 2011 UNDER RECEPTION NO. 808174. 52. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF RANCH MANAGER PARCEL RECORDED SEPTEMBER 16, 2011 UNDER RECEPTION NO. 808173 IN DRAWER 19A. 53. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT AND RESERVING TO THE UNITED STATES OF AMERICA ALL OF THE COAL IN THE LANDS SO PATENTED AND TO IT AND ALL PERSONS AUTHORIZED BY IT, THE RIGHT TO PROSPECT, MINE AND REMOVE THE SAME IN COMPLIANCE Old Republic National Title Insurance Company Schedule 6-2 (Exceptions) Order Number: GC63011227-5 The policy or policies to be issued will contain exceptions to the following unless the sante are disposed of to the satisfaction of the Company: WITH THE TERMS, CONDITIONS AND PROVISIONS AND SUBJECT TO THE LIMITATIONS OF THE ACT OF JUNE 22, 1910 AS CONTAINED IN PATENT RECORDED APRIL 4, 1911 AT RECEPTION NO. 41663 ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 54. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED DECEMBER 18, 1911 AT RECEPTION NO. 43197. 55. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN OUIT CLAIM DEED RECORDED UNDER RECEPTION NO. (ITEMS 39 THROUGH 55 AFFECT PARCEL 41 56. ANY FACTS, RIGHTS, INTERESTS OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING FACTS SHOWN ON BOUNDARY/IMPROVEMENT SURVEY PLAT CERTIFIED PREPARED BY SOPRIS ENGINEERING JOB NO. EASEMENTS FOR EAST DIVIDE CREEK DITCH, JOHNSON DITCH, KING HEATHERLYAND JUNE CREEK DITCH. APPARENT EASEMENT FOR OVERHEAD POWERLINES THE EFFECT OF FENCELINES WHICH DO NOT COINCIDE WITH BOUNDARY LINES Land Title —,Suter 1967— JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION, LAND TITLE GUARANTEE COMPANY OF SUMMIT COUNTY LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company and Meridian Land Title, LLC, as agents for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: ► applications or other forms we receive from you, including communications sent through TMX, our web -based transaction management system; ► your transactions with, or from the services being performed by, us, our affiliates, or others; ► a consumer reporting agency, if such information is provided to us in connection with your transaction; and ► the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates and non -affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: ► We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. ► We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. ► Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. ► We regularly access security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows. Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. LAND TITLE GUARANTEE COMPANY LAND TITLE GUARANTEE COMPANY - GRAND JUNCTION Laic:1 Title ,.;'414,.`11 r. rnvmwq DISCLOSURE STATEMENTS 00— Note: aid,%Note: Pursuant to CRS 10-11-122, notice is hereby given that: A) The Subject real property may be located in a special taxing district. B) A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurers authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property) C) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owners Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B-2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. B) No labor or materials have been furnished by mechanics or material -men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. C) The Company must receive an appropriate affidavit indemnifying the Company against un -filed mechanic's and material -men's hens. D) The Company must receive payment of the appropriate premium. E) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and 8) That such mineral estate may include the right to enter and use the property without the surface owner's permission. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company far the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of Regulatory Agencies. Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing protection letter for the lender, purchaser, lessee or seller in connection with this transaction. 1 tttlt,, `.' ox% l.• *TIi(F7HSG Commitment to Insure ee * 4' a . ALTA Commitment - 2006 Rev. 0 9t *z: 7 '* m _ OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a Minnesota corporation, (Company) for avaluable 7 ALn . consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed * k O Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, ,.�94' * 0� , upon payment of the premiums and charges and compliance with the requirements; all subject to the provisions of Schedule A e', Qt70 • 0.4,t' and B and to the Conditions of this Commitment. This Commitment shall be effective only vMen the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule Aby the Company. All liability and obligation under this commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. CONDITIONS AND STIPULATIONS 1. The term "mortgage", when used herein, shall include deed of trust, trust deed, or other security instrument. a If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule13 hereof, and shall fail to disclose such knovdedge to Company in railing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knovAedge to the Company, or if the Company otherwise acquires actual knovAedge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule 8 of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof or (b) to eliminate exceptions shown in Schedule 8, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and the Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules al www.alta.org. STANDARD EXCEPTIONS In addition to the matters contained in the Conditions and Stipulations and Exclusions from Coverage above referred to, this Commitment is also subject to the following: 1. Rights or claims of parties in possession not shown by the Public Records. 2. Easements, or claims of easements, not shown by the Public Records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey or inspection of the Land would disclose and which are not shown by the Public Records. 4. Any lien, or right to a hen, for services, labor or material theretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. IN WITNESS WHEREOF, Old Republic National Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Jthi E. Fre yer, Jr Presdefd Old Republic National Title Insurance Company a Stock Company 400 Second Avenue South Minneapolis, Minnesota 55401 (612)371-1111 �o- Mark eunrey President Manna AMERICAN LAND TITLE ASSOCIATION Attachment 5 Mr. Robert H. Chapman 1301 Stonehaven Road Columbia, MO 65203 April 2017 Mr. David Pesnichak, AICP Senior Planner Garfield County Community Development Department 108 81h Street, Suite 401 Glenwood Springs, CO 81601 Dear Mr. Pesnichak: This letter is to certify that I, Robert H. Chapman, the owner of the property located at 811 313 County Road, New Castle, Colorado, PID# 239919200003, give Stan Clauson Associates, Inc. and its staff permission to represent me in connection with the submission and review of the application for Land Use Change Permit - Administrative Review. This application is submitted to receive approval for an Accessory Dwelling Unit on my property. If you should have any questions regarding this matter, please do not hesitate to contact Stan Clauson Associates. Stan Clauson Associates' contact information is as follows: Patrick S. Rowley, AICP, ASLA Stan Clauson Associates, Inc 412 N. Mill Street Aspen, CO 81611 Tel (970)925-2323 Fax (970)920-1628 Very. -Truly Yours, Robert H. Chapman G99 SPACEUI1L ROOM SEORO0143-:__: nxr Sttli24n n L -•= 3'x 53`-. 1 Basement Floor Plan 3/16`=1'-0' sass rad eb,e ors w. -1, Measured area - 899sf BEDROOM 4- 15%15==== 4 - ----------------- ST Al - -- STAT --13 It tot i 1 ALIERY----=—.- --:- f- z -T a -$ Ope thdlhelm' I Depen tobelow -- F Pool roof Wen 41 2nd Floor Plan 3/16"=1'.-0' Measured area - 463sf 21 1st Floor Plan 3/16'=1'-0' O .I Measured area - 1,007sf r Prenri_.d"WA roof �—Y RenKM rr j ,x4 41 Roof Plan 3/16'=1'-0' Re—Aad nc.Jrc 4 S‘,. rid O."�rrryny Attachment 6 Measured Areas: Basement- 899sf 1st Floor - 1,007sf 2nd Floor - 463sf Total M.A. - 2,369sf 40' Graphic Scale MichaelBenz Architect aMS,ctu,x %arn ,� 'rattan G,aptks 719 Unaided St La/s,YO63119 J/1/4,=. Stang] & So n BUILDERS.. cos -LL. ta c_:,- Sts -.21 P.O. Bea 36t0 ' 1=00, 111 970 618. 6703 STAN CLANSON ASSOCIATES lac Q F. b ten a_ Ma Floor/Roof Plans I.aDa. IMO CM Pe,r ADM er,rit tW— Meta, 4404 A2,0 t1 vdpoa e a (10pu mot l -d FY. POsa tett 119-0' 10 Flr. Bet. 100.00 ;.g grata eat 99'3' Bssemenl 910 d 11��lI�llll�ll{I�III�� 11 North Elevation 3/iG=1'-0' f1 5 S'sd darvr Rx['a-cd no d tarso 28Cr- ,Fes-» B•damed dap— n..d . sVng and testi 1111 m_-, , ._ ,_ 11 Iffii 11 Srse n413 tees a -d otirrovi ezal 6s Pretusded rni cap lashikg Bzsc rtrd R.F9er 91.0 41 East Eleva' Ion 3/l6 1'--0' • • Ti Alms okd hsJ,.., Woad vii -‘10.12 4 • 1.14411 of uppv rod 1 A.vage g'e1? t13t 99'3' Bssuned Fk. El0 91.0 21 West Elevation Lralpc;rd of sppea tool 3/16'=I' -O' ffl Shed dcm.:,- TS .5 Iti Premed trrrpad seen meld rod 1 -5 12 5 0' 5' 10' �d Fti. PE& tem, 1196 EiP.ed rater Fi.Eler 116-0' Re dived dtp-bosd idn7 Pzdaird Grp Son; rubor b 0 and (n. -tired stack 1s1FIr F7ar. 100.00 20' 30' Team' MichaelBenz Architect SWAM] Arc h:<ectwe Piann!s3 Inttrtors Graphics 719 Newport SL Lock . PO 63119 Stang' & Son BUILDERS. ccr.'act: P. G--_o9St.ngl P.O.86x8580/Beset CO. 91621 070.618.6706 ,, STAN CIAtISON ASSOCIATESItc lj MR, NI Reg te/4aW (d.(Ye ,•( t1...�j'I 1110F011,4( ` n.a.*.a .sya_t'.e Str-.-d ElyYe+J i.'Eet Ab he. Creat AM.and•Cnnm 19�VP . COY Die I St tai, Vstxri 63148 W34.311432140 Gtaph'c Scale Pre -rusted m1.al roof datlay y`A.g wade e0.973• [LJ._ LOAII lid Fb.PEYehe `fid ld1 Batla',-gid nd. lacca lid M. Flet 116{r Be-claircd d:pMs-d sk'ng and trim Mend1.20W7.2 .odd (riztrrrs Pre-nrs:ed red cap li=re/ SIVA My base and d':rmey Jk _441st FF. EY.r. 100.00 South Elevation 3/16'=1 -0' 9asrn.r1 Po. E. 910 Re-claimed clapboar siding Re-claimed clapbaord siding, insul alum windows, exposed rafter tails, reclaimed timber posts and pre -rusted mtl roof decking. O 'O • 0 O � A U n 0Z L U AlO ▪ a 0 C.0 t1 o t'S 00 0o PID # 239919200003 Ns a Bheol Sketch Elevations rte D(1.814/6 I. Land Use/ ADU Permit teen RgskdNesse 6-04 A3,0 cla \ EyagS1N \♦ - - •1 `c __� 17-1., `• \ •• 1 •...... 1 \\ .\ •\ 1 1 \ ' 1 1 - 1 1 11 • • CONTOUR MEETS EXISTING BEYOND EXTENTS OF SURVEY. TYP. PROPOSED CABIN DRIVEWAY • • • • • • • • • \ \ • • • • • \ COLORADO SPRUCE, TYP. \ QUAKING ASPEN. TYP. • • • • • • • • • • • 1 • EXISTING FENCE TO REMAIN EXISTING ROCK PILE TO REMAIN -#1 PERENNIAL LANDSCAPE ENHANCEMENTS (SEE PHOTOS THIS SHEET) • • \ • 11 // I / I // 1/ "\'* I / i ♦/ , ; / /t \ #3- EVERGREEN SCREEN —� 1 (FIELD LOCATE TO BEST SCREEN VEHICLE, ♦\\1 HEADLIGHTS FROM EXISTING RESIDENCE) 1\ \ MEADOW GRASSES, TYP.1-� \ (RE -VEGETATE DISTURBED AREAS WITH A I \ NONIRRIGATED SEED MIX) I PROVIDE POSITIVE DRAINAGE AWAY FROM ARCHITECTURE, TYP. \t j ) i 1 •\ ' \ ' 1' I 1 I l • • • LII.IESTONE ENTRY LANDING • RESIDENT/GUEST PARKING - A2 1 I\ • PROPOSED LANDSCAPE BED AND DRAINAGE AREA - r/S • SI-IALLOWSWALE OUAKING ASPEN - DWARF MUGO PINE • PERENNIALS - LANDSCAPE BOULDERS ! 1 ! 1 / 1 ! I / 1 \1 • \ 1 \ \ \ \\ ♦\ •\♦ \• 1• - \ ♦ • ♦ \ — - — - © STAN C=AUSON ASSO(7AIES. INC 2017 Attachment 7 CONCEPTUAL PLANT SCHEDULE AM • 4 P" -t M, er.-v.41mA r.eiAir rat¢r• Spee f 141 • rd mpwN • U PO•1 .KHP./'/M•st& r0l4,we. 1.e1•.eeSpae V • S16 • FA la pw.1 • to MAT Popla•enJaikl Oa.b.lAwn 4N 14 W U. eat • EA CCAS Cvrw Ark ea'Ar1bel.r S /At CACAO"( 1Ale •r 0 - • EA PRM Prsa ‘,..,e• lex? Wsr.re•Ar• Ina file (ANA rA • IA NSP PUatNatrr.[wYgYFelt" CAM Fo0b:4e11a IDN 141' IS - V.W■ Iasi ls U A0< & M.Yeneewo.OPII TerveN we c. IA 100 Ed.,e9l rev Glebe]nw a (VOA - CA 104 Ed:.rea'S doe< Oreg. CaneScAer.N NOG to RAI LAW. VP. l+p+V- Al le0G P-'1'e.a-a'1 CA PtW Paean. 'Ana Prole Peo.YemK was_ Mi...4 V SWI SAM. r•aro Traleml Cr.W-roW0• Al le() C. Cr.•ada.rni Comes • EA .•l5 (0#0 IAA 0.14ni Ale IN le es NOG P LS ✓.KC.. \A0. A16CiEe1 rNI%4'lx41e N1t COLORADO SPRUCE DWARF MUGO PINIi ORANGE CONRFLOWFR BLUR GRAMA GRASS PRAIRIE PENSTI1MON LUPINE YARROW GRAVEL DRIVEWAY 1.1\MESTONE PAVING & FIRE PIT ROCKPILE PLANTINGS 7. ; CO td 0 r CHAPMAN - SPRING CREEK RANCH ADDRESS: XXXXXXX)DDDXXX PARCEL # XX)COIX)DCCC X DATE: 07-05-17 ISSUE: FOR PLANNING PURPOSES ONLY - NOT FOR CONSTRUCTION DLkO'I BY: CK CTICA( D BY: i0 HISTORY: E SHEET TITLE: CONCEPTUAL LANDSCAPE & GRADING PLAN 1-100 Attachment 8 Impact Analysis 4-203. DESCRIPTION OF SUBMITTAL REQUIREMENTS. G. Impact Analysis. Where the proposed development will impact specific features of the site, the Applicant shall describe both the existing conditions and the potential changes created by the project. The Impact Analysis shall include a complete description of bow the Applicant will ensure that impacts will be mitigated and standards will be satisfied. The following information shall be included in the Impact Analysis: 1. Adjacent Land Use. Existing use of adjacent property and neighboring properties within 1,500 -foot radius. Uses of adjacent and/or neighboring properties within a 1,500 -foot radius of the subject property are residential and/or agricultural. The proposed ADU will not impact these adjacent land uses. 2. Site Features. A description of site features such as streams, areas subject to flooding, lakes, high ground water areas, topography, vegetative cover, climatology, and other features that may aid in the evaluation of the proposed development. The proposed project is located on a 633 -acre parcel part of the 1,400 acre Spring Creek Ranch. The topography is relatively flat or gently sloping. While East Divide Creek flows through the Property, the proposed ADU is not located in or near a flood zone. An agricultural field located to the east of the proposed project is flood irrigated. Site grading will convey any water from the flood irrigation activities away from the proposed ADU via swales. The immediate site where the proposed ADU is to be located has minimal vegetation. The Applicant has made great efforts to disturb as a little of the site as possible, including keeping existing vegetation where possible. Existing vegetation consists of native shrubs, natural grasses, and sage brush. 3. Soil Characteristics. A description of soil characteristics of the site that have a significant influence on the proposed use of the land. Per the OWTS report, the materials encountered in the Test Pit #1 consisted of tan to light brown sandy loam to a maximum depth explored of 6.0 -feet. A sample taken from approximately 3 -feet below grade had single grain structure shape, moderate structure grade, and loose consistence. The sample formed a ball and a ribbon less than 1 -inch in length before breaking. The texture of the soil was gritty. No bedrock or groundwater was encountered. This soil is classified as Soil Type 2. The materials encountered in the Test Pit #2 consisted of medium brown, moist silty clay loam with weak structure grade to a maximum depth explored of 8.0 -feet. A sample taken from approximately 3 -feet below grade formed a ball and a ribbon that broke between 1 and 2 - inches in length. The texture of the soil was smooth. The sample was too moist and could not be sieved. No bedrock or groundwater was encountered. This soil is classified as Soil Type 3A. The materials encountered in the Test Pit #3 were consistent with those encountered in Test Pit #2. The maximum depth explored was 3.0 -feet. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 The materials encountered in the Test Pit #4 were consistent with those encountered in Test Pit #1. The maximum depth explored was 6.0 -feet. 4. Geology and Hazard. A description of the geologic characteristics of the area including any potential natural or manmade hazards, and a determination of what effect such factors would have on the proposed use of the land. The subject property is free from any known natural or manmade hazards. To the best of our knowledge, falling rock, landslides, snow slides, mud flows, radiation, flooding or high water tables are not present. 5. Groundwater and Aquifer Recharge Areas. Evaluation of the relationship of the subject parcel to Floodplains, the nature of soils and subsoils and their ability to adequately support waste disposal, the Slope of the land, the effect of sewage effluents, and the pollution of surface Runoff, stream flow, and groundwater. An OWTS has been designed to respond to existing site conditions, the size of the proposed ADU, and soil types. The proposed ADU will not impact surface runoff, stream flow, and groundwater. 6. Environmental Impacts. Determination of the existing environmental conditions on the parcel to be developed and the effects of development on those conditions, including: a. Determination of the long -tern and short -tern effect on flora and fauna; b. Determination of the effect on designated environmental resources, including critical wildlife habitat; c. Impacts or wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions; and d. Evaluation of any potential radiation hazard that may have been identified by the State or County Health Departments. The proposed ADU will disturb as little of the exiting vegetation as possible. All necessary measures will be taken to restore the site after construction with native plant species chosen for their growth characteristics and xeric qualities. Any native vegetation present will be preserved when possible. All necessary steps will be taken to ensure that local wildlife is not negatively impacted and no hazardous attractions will be created. No known critical wildlife habitat or migration routes exist on the proposed project site. No known radiation hazards exist on the proposed project site. 7. Nuisance. Impacts or adjacent land from generation of vapor, dust, smoke, noise, glare or vibration, or other emanations. Any impacts on adjacent land or properties will be minimal during construction. Dust or noise created during construction of the proposed ADU will be mitigated to the greatest extent Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 possible. No additional nuisance, that is beyond the norm for a residential property, will be created by the proposed project. 8. Hours of Operation. The Applicant shall submit information on the hours of operation of the proposed use. Not applicable. Application for Accessory Dwelling Unit 811 313 County Road, New Castle, CO Tax Parcel Number 239919200003 23 August 2017 Form NO. GWS -25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman SI., Denver, Colorado 80203 (303) 858-3581 Attachment 9 1095 WELL PERMIT NUMBER 159252 A DIV. 5 WD45 DES. BASIN MD RONALD J ROGERS & LISA SPECHT LIVING TRUST 1875 CENTURY PARK EAST #200 LOS ANGELES, CA 90067- (970) 876-2249 PERMIT TO CONSTRUCT A WELL APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 SW 1/4 Section 18 Township 7 S Range 91 W Sixth P.M. DISTANCES FROM SECTION LINES Ft. from Section Line Ft. from Section Line UTM COORDINATES (Meters.Zone:13,NAD83) Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used In such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief In a civil court action. 2) The construction of this well shall be in compliance with the Water Weil Construction Rules 2 CCR 402-2, unless approval of a variance has bean granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors In accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(c) for the relocation of an existing well, permit no. 159252. The old well must be plugged in accordance with Rule 16 of the Water Well Construction Rules within ninety-one (91) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was plugged. 4) Approved as the only well on a tract of land of 42,6 acres described as that portion of the NW 1/4 of the SW 1/4, Sec. 18, Twp. 7 South, Rng. 91 West, 6th P.M., Garfield County, more particularly described on the attached exhibit A. 5) The use of ground water from this well Is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the Irrigation of not more than one (1) acre of home gardens and lawns. 6) The pumping rate of this well shall not exceed 15 GPM. 7) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water Is returned to the same stream system in which the well Is located. 8) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well location on work reports required by Rule 173 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual location. The location information must include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines.�� NOTE: Section 18 is an Irregular "WIDE" section. NOTE: Parcel Identification Number (PIN): 23-2399-192-00-003 � 6K `/r/0/9 NOTE: Assessor Tax Schedule Number: R023378 (totaling 633.67 acres) DMWOVED a /,%Y �v�� State Engineer By Receipt No. 9503691 DATE ISSUED 06-24-2013 EXPIRATION DATE 06-24-2015 ' COLORADO DIVISION OF WATER RESOURCES DEPARTMENT OF NATURAL. RESOURCES 1313 SHERMAN ST., Ste 821, DENVER, CO 80203 (303) 866-3581 Fax: (303) 866-2223 dwroemlitsenline(a)$ta(eue.ue 4 I A Form GWS -44 (7/2012) . 1V JUN 2 4 a13 WATER RESOURCES STA GTEENNNOI ONEER AMER% 11)i3 B a7ATE viaBijryEER cav p®AFn.t r XE /..r' 9z.ra -4 k6rc„,,T Nt pis -03 fo3 69/ Main: RESIDENTIAL Note Also use ties form to apply for Svelte* watering Water Well Permit Application Review form Instructions prior to completing form. Hand completed formust be completed In black or blue Ink or typed. me 1. Applicant Information 6. Use Of Well (check applicable boxes) sinwe) ' - RONALD ROGERS & LISA SPECHT LIVING TRUST See Instructions to determine use(s) for which you may qualify 0 Ano outside household use In one single-family dwelling M B. Ordinary household use in 1 to 3 single-famly dwellings: Numbs of (iwelings: 3 Maing address 1875 CENTURY PARK EAST, SUITE 200 LOSciu ANGELES SIM. CA Zip coda 0067 M Home gardeMewn Irrigation, not to exceed one acre: area irrigated 1 r sq. ft. 0 acre Tdertuie (w)ares dode) q 7© -kit. -?-)-cl f E-rred ■ DernesUcanimal watering -(noncommercial) M C. Livestock watedng (on farm/ranch/range/pasture) 2. Type Of Application (check applicable boxes) ❑ Construct new well - ❑ Change source (aquifer) IN Replace existing well 0 Reapplbation (expired permit) 0 USG exlsUng well 0 Rooftop preop. collection ❑ Change orIncrease use 0 Other: 7. Well Data (proposed) "4111s1PuItPr'ares 15 ' WI M,JS./rou'vlobeaedMreen 3,5 acre-feet 3. Refer To (if applicable) Tdd do d, 200 feet Aqui:, TRIBUTARY Wd pawn. 159252 Water Carl vase. 8. Water Supplier '. Duign'ad Bads Desarindssn♦ Mann or. Is this parcel within boundaries of a water service area7L] YES$) No ifyes, provide name of supplier. 9. Type Of Sewage System 4. Location Of Proposed Well (Important! See Instructions) Coma GARFIELD NW ludas SW +/4 lank l absorption leach field 0 Central system: District name: swam 18 18 Tomlin, N or 3 7 IC B Reno E or W 91 0 Pmdpd Missies 6TH ❑Vault: Location sewage to be hauled to: Distance awes rum»dlonboss (pedal Inas an Wee, not VOW/ rasa) RULE6.2.3 nrmmlNGS rt. fan❑EgW (explain) amadwclD only- - Mimes edrecton (remold eel to new WI❑Other Fanpw TBD feet Direction 10. Proposed Well Driller License #(optionap:1095 Wdlocalon address (Include City, Stalk zo) LJ Cluck twel address Is seine as in Runs 0811 COUNTY RD 313, NEW CASTLE,CO 81647 11. Signor Enter Name of Appllcant(s) or Authorized Agent The making of false statements herein constitutes perjury In the second degree, which Is punishable as a dass 1 misdemeanor pursuant to C.R.S. (13)(a). I have read the statements herein, know the contents -� there (here OpiJosW: bGPS well laaeon lfulrtaem UfM karstkarstWlaealgs GPS creat Koss FanaI: tbeurs L]Zen, lZ afip 2ono 13 EaeG lop^ I Office red state that they are true to my knowledge. ee fe)ofpens uAmstre *platen pas Fie �[ r, fpes-/ a wse Only /lora $o c/E w Dale MTYddinir) �s�i3 '.. /62. y Udt tisane Maar DaaUum must be NAD Nodhno' UM mud be set a boo mull Wes OPS list checked fa above, ❑YES Remember to set Odom to NAD s3 5. Parcel On Which Well Will Be Located (You must attach a current deed for the subject parcel) USOS map nun - Dvm mope* stews stay A. You must check and complete one of the following: ❑ SubdMsion: Name ✓ ow" irYw as ft- T /0407 Receipt area only - Tran>^,acgon* 1nRn704 Lot Block Filing/Unit County exemption (attach copy of county approval & survey) Narne!# LotA ❑ Parcel less than 35 acres, not in a subdMsion attach a deed with metes & bounds description recorded prior to June 1, 1972, and current deed ❑ Mining claim (attach copy of deed or survey) Name/R: ❑ Square 40 acre parcel as described In Item 4 • Parcel of 35 or more aces (attach mates 3 bounds deecripbon or survey) CIOther: (attach metes & bounds description or survey) AQUAMAP Dale: 8127/2013 3:19:57 PM weTranaacllan Total: $60.00 „a CHECK#1824 $60.00 CWCa TOPO MvtaR 585 DN WD r EA MD B. . of acres m parcel 42.6 Ara pm owner of C. Aa RYES ❑NO D NM Iris tie she ori, wed on des paten rd YFSM NO(deo - est odor was) E. stale Pewit numeounee 23-2399-192-00-003 et qs-49369/71s9z--a- RECEIVED �1' ///y q , .012 4 13 ..././h.at 1. X1,6. W ✓n/f WATER RESOURrES CCVV.�.� '""'""' (/J� it /AT ENGINEER GLENWOOD �NY!aa Azz744 .R 41 Ai 2/ /G/ �/ ✓:V/ 'tet' Se -eve, ,,, shicava, es 4- .511Q-41 r a FEeecs OOt cl.2.,./ 3 .....eriei..- fass______ RA) c-iIi W C Ai -So 7)-arlitv24 zit C n� i0 s r5D -T Clam JD9GUm it nfl /e,n./,. 1-'i724, !3 of fl / /qhs -brie- W tG It jCaor- rif Ariut4eti.. Da- eigJays 0.0N4/2 773 S ar;,t. • P►2,c4.trirte,h LISA Sefc►)-T, ,w• je,4,—Rn6as. 2t ✓iay' ( Pat/ Sr fa -RI Gencs o A/2/5 Account Location Parcel Num Situs Addres RD 000811 E DIVIDE CREEK RD City New Castle New Castle ZipCode 81647 81647 Tax Area 023 - 2HD-SF - 023 Legal Summary Section: 19 Township: 7 Range: 91 SEC 18 LOTS 2(47.92A) 3(47.61A) 4(47.27A) SESW SEC 19 LOT 1(48.56A)W 1/2NF, SENE, EI/2NW, NESW, NI2SE Section: 13 Township: 7 Range: 92 PT OF N128E(75.71A) & NESW(6.6A) 2399-192-00-003 00811 313 COUNT Tmuatess Sale Price Ta:-iliaton,: Tax Year ___ Taxes__ _ '2013 $2,646.00 2012 $2,304.60 * Estimated ro369/7.!r zsze,sz Oamealatormatteu Owner Name ROGERS, RONALD J & SPECHT, LISA LIVING TRUST Owner Address 1875 CENTURY PARK EAST, SUITE 200 LOS ANGELES, CA 90067-2504 Sale Date n9/ton; t nan1'20ni 06/302006 06!3012006 Images • map • Ebuto • C4ptch • GAS Assesameutaistory Actual (2013) Primary Taxable Tax Area: 023 Type Actual Improvement 5436,010 539,27 Land 570,080 $20,33 REcEiveD 441 Forf 5506,090 559,600 Mill Le : 44.3960 Assesse'Acres SQFT Units Doc Type 305 QCU 511111. QCLX Book Page 134-L820.E:S08 p. t av0 p• an; 0.000 3.000 0.000 0.000 Ray's Well Done Pump Service, LLC Ray Latham October 25, 2016 Attn: Paul, RE: Well Test @ Spring Creek Ranch/Rch. Irrigation Well On 10/25/16, a four hour well test was conducted on a well located at Spring Creek Ranch/Rch. Irrigation Well. The following information was obtained: Approx. Well Depth 140' Casing Size 7X5" steel Static Water Level 14.2 ft. Total Test Time 4 hours Draw Down 25.11 ft. Production 15 GPM Test Pump 1 HP Remarks: Currently this well is providing water to the Erpestad home cistern, irrigation water for main house and stock water. Well production may vary throughout a calendar year, If there are any questions regarding this well test, please contact me at 970-379-8017. Sincerely, 5 Ray Latham Ray's Well Done Pump Service, LLC 970-379-8017 welidonepi.imps@gmai Lcom Lic. # 1419 P.O. Box 863 Rifle, CO 81650 970-379-8017 welldonepumps@gmal l.com LIc. #1419 Informational Water Quality Report Watercheck Client: Robert Chapman C/O Redstone Ranch 80 East River Snowmass, CA 81654 Ordered By: Protech Building Inspt 1843 County Rd 121 Carbondale, CO 81623 ATTN: Dana Carpenter Definition and Legend °National Testing Laboratories, Ltd. Quality Water A tla.lysL& 6571 Wlson Mills Rd Cleveland, Ohio 44143 1-800-458-3330 Sample Number: 867869 Location: Type of Water: Collection Date and Time: Received Date and Time: Date Completed: Hose Bibb at Rt Front Corner of House Well Water 9/28/2016 14:50 9/29/2016 09:30 11/4/2016 This informational water quality report compares the actual test result to national standards as defined in the EPA's Primary and Secondary Drinking Water Regulations. Primary Standards: Are expressed as the maximum contaminant level (MCL) which is the highest level of contaminant that is allowed in drinking water. MCLs are enforceable standards. Secondary standards: Are non -enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor,or color) in drinking water. Individual states may choose to adopt them as enforceable standards. Action levels: Are defined in treatment techniques which are required processes intended to reduce the level of a contaminant in drinking water. mg/L (ppm): Minimum Detection Level (MDL): X+>04\ Unless otherwise indicated, results and standards are expressed as an amount in milligrams per liter or parts per million. The lowest level that the laboratory can detect a contaminant. The contaminant was not detected above the minimum detection level. The contaminant was not analyzed. The contaminant was not detected in the sample above the minimum detection level. The contaminant was detected at or above the minimum detection level, but not above the referenced standard. The contaminant was detected above the standard, which is not an EPA enforceable MCL. The contaminant was detected above the EPA enforceable MCL. These results may be invalid. Status is National Standards Microblologicals Min. Detection Level Total Coliform by P/A Total Coliform and E.coli were ABSENT in this sample. Inorganic Analytes - Metals' Aluminum ND mg/L 0.2 EPA Secondary 0.1 • Arsenic ND mg/L 0.010 EPA Primary 0.005 Barium ND mg/L 2 EPA Primary 0.30 • Cadmium ND mg/L 0.005 EPA Primary 0.002 • Calcium 90.8 mg/L 2.0 • Chromium ND mg/L 0.1 EPA Primary 0.010 • Copper 0.163 mg/L 1.3 EPA Action Level 0.004 • Iron ND mg/L 0.3 EPA Secondary 0.020 ✓ Lead ND mg/L 0.015 EPA Action Level 0.002 • Lithium 0.029 mg/L -- 0.001 • Magnesium 44.00 mg/L -- 0.10 Manganese ND mg/L 0.05 EPA Secondary 0.004 • Mercury ND mg/L 0.002 EPA Primary 0.001 ✓ Nickel ND mg/L 0.020 • Potassium 6.3 mg/L 1.0 .� Selenium ND mg/L 0.05 EPA Primary 0.020 • Silica 27.2 mg/L 0.1 • Silver ND mg/L 0.100 EPA Secondary 0.002 • Sodium 43 mg/L 1 • Strontium 1.660 mg/L 0.001 • Uranium 0.007 mg/L 0.030 EPA Primary 0.001 Zinc 0.017 mg/L 5 Physical Factors EPA Secondary 0.004 Alkalinity (Total as CaCO3) 420 mg/L 20 Hardness Page 2 of 5 11/4/2016 2:28:10 PM 410 mg/L 100 NTL Internal 10 Product: Water -check Sample: 867869 Status Contaminant Results Units National Standards Detection Level 7 pH 7.1 pH Units 6.5 to 8.5 EPA Secondary • Total Dissolved Solids 500 mg/L 500 EPA Secondary 20 Turbidity 0.1 NTU 1.0 inorganic Analytes - Other EPA Action Level 0.1 4, Bromide ND mg/L 0.5 • Chloride 10.0 mg/L 250 EPA Secondary 5.0 • Fluoride 0.6 mg/L 4.0 EPA Primary 0.5 • Nitrate as N 2.9 mg/L 10 EPA Primary 0.5 • Nitrite as N ND mg/L 1 EPA Primary 0.5 • Ortho Phosphate ND mg/L 2.0 • Sulfate 25.0 mg/L 250 EPA Secondary 5.0 Organic Analytes - Trihalomethanes Bromodichloromethane ND mg/L 0.002 s/ Bromoform ND mg/L 0.004 Chloroform ND mg/L 0.002 V Dibromochloromethane ND mg/L 0.004 Total THMs ND mg/L Organic Analytes - Volatiles 0.080 EPA Primary 0.002 • 1,1,1,2 -Tetrachloroethane ND mg/L 0.002 • 1,1,1 -Trichloroethane ND mg/L 0.2 EPA Primary 0.001 • 1,1,2,2 -Tetrachloroethane ND mg/L 0.002 • 1,1,2 -Trichloroethane ND mg/L 0.005 EPA Primary 0.002 1,1-Dichloroethane ND mg/L 0.002 • 1,1-Dichloroethene ND mg/L 0.007 EPA Primary 0.001 o� 1,1-Dichloropropene ND mg/L 0.002 • 1,2,3-Trichtorobenzene ND mg/L 0.002 .if 1,2,3-Trichloropropane ND mg/L 0.002 ✓ 1,2,4-Trichlorobenzene ND mg/L 0.07 EPA Primary 0.002 Page 3 of 5 11/4/2016 2:28:10 PM Product: Watercheck Sample: 867869 Status Contaminant Results Units National Standards =Min. Detection Level 4, 1,2 -Dichlorobenzene ND mg/L 0.6 EPA Primary 0.001 • 1,2-Dichloroethane ND mg/L 0.005 EPA Primary 0.001 v� 1,2-Dichloropropane ND mg/L 0.005 EPA Primary 0.002 • 1,3 -Dichlorobenzene ND mg/L 0.001 1,3-Dichloropropane ND mg/L 0.002 • 1,4 -Dichlorobenzene ND mg/L 0.075 EPA Primary 0.001 • 2,2-Dichloropropane ND mg/L 0.002 2-Chlorotoluene ND mg/L 0.001 4-Chlorotoluene ND mg/L -- 0.001 Acetone ND mg/L -- 0.01 • Benzene ND mg/L 0.005 EPA Primary 0.001 • Bromobenzene ND mg/L -- 0.002 • Bromomethane ND mg/L 0.002 NO( Carbon Tetrachloride ND mg/L 0.005 EPA Primary 0.001 • Chlorobenzene ND mg/L 0.1 EPA Primary 0.001 • Chloroethane ND mg/L 0.002 • Chloromethane ND mg/L -- 0.002 • cis-1,2-Dichloroethene ND mg/L 0.07 EPA Primary 0.002 vte cis-1,3-Dichforopropene ND mg/L -- 0.002 sir DBCP ND mg/L -- 0.001 0o Dibromomethane ND mg/L 0.002 ▪ Dichlorodifluoromethane ND mg/L 0.002 Dichloromethane ND mg/L 0.005 EPA Primary 0.002 • EDB ND mg/L 0.001 • Ethylbenzene ND mg/L 0.7 EPA Primary 0.001 • Methyl Tert Butyl Ether ND mg/L -- 0.004 Y Methyl -Ethyl Ketone ND mg/L -- 0.01 Styrene ND mg/L 0.1 EPA Primary 0.001 Page 4 of 5 11/4/2016 2:28:10 PM Product: Watercheck Sample: 867869 Status .:Contaminant': Results National Standards Detection Level J Tetrachloroethene ND mg/L 0.005 EPA Primary 0.002 Tetrahydrofuran ND mg/L 0.01 Nit Toluene ND mg/L 1 EPA Primary 0.001 trans-1,2-Dichloroethene ND mg/L 0.1 EPA Primary 0.002 trans-1,3-Dichloropropene ND mg/L 0.002 9917 Trichloroethene ND mg/L 0.005 EPA Primary 0.001 Trichlorofluoromethane ND mg/L 0.002 N1 Vinyl Chloride ND mg/L 0.002 EPA Primary 0.001 4.7 Xylenes (Total) ND mg/L 10 EPA Primary 0.001 We certify that the analyses performed for this report are accurate, and that the laboratory tests were conducted by methods approved by the U.S. Environmental Protection Agency or variations of these EPA methods. These test results are intended to be used for informational purposes only and may not be used for regulatory compliance. National Testing Laboratories, Ltd. NATIONAL TESTING LABORATORIES, LTD Page 5 of 5 11/4/2016 2:28:10 PM Product: Watercheck Sample: 867869 ALL SERYICE" July 30, 2017 33 Four Wheel Drive Rd Carbondale, CO 81623 910.309.5259 Bob Chapman c/o Geoff Stang! geoff(cstanglbuilders.com Subsurface Investigation and Onsite Wastewater Treatment System Design 4 -Bedroom Residence 811 CR 313 Garfield County, Colorado Bob, Attachment 10 Project No. C1306 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of New Castle, in an area where OWTSs and wells are necessary. Legal Description: Section: 19 Township: 7 Range: 91 SEC 18 LOTS 2(47.92A) 3(47.61A) 4(47.27A) SESW SEC. 19 LOT 1 (48.56A) W1/2NE, SENE, E1/2NW, NESW, N1/2SE. PT OF N1/2SE(75.71A) & NESW(6.6A). EXCEPT A TRACT OF LAND CONTAINING 35.963 AC. +1- KNOWN AS THE RANCH MANAGER PARCEL, MORE PARTICULARLY DESCRIBED IN RANCH MANAGER PARCEL BOUNDARY SURVEY RECEPTION NUMBER 808173. Parcel ID: 2399-192-00-003 SITE CONDITIONS Other residences have been developed on the property and are served by separate OWTSs. A 4 - bedroom residence is proposed and will be served by the proposed OWTS. There is a well located on the property greater than 100 -feet from the proposed soil treatment area (STA) and greater than 50 -feet from the proposed septic tank. The water line will not come within 25 -feet of any OWTS component. The proposed STA will be located at least 20 -feet from the residence. The location has approximately a ten percent slope across the proposed STA. The site slopes at approximately 10% to the west. SUBSURFACE The subsurface was investigated on July 26, 2017 by digging four soil profile test pit excavations (Test Pits). A mini -excavator was used to excavate the test pits. Visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' The materials encountered in the Test Pit #1 consisted of tan to Tight brown sandy loam to a maximum depth explored of 6.0 -feet. A sample taken from approximately 3 -feet below grade had single grain structure shape, moderate structure grade, and loose consistence. The sample formed a ball and a ribbon less ' Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 than 1 -inch in length before breaking. The texture of the soil was gritty. No bedrock or groundwater was encountered. This soil is classified as Soil Type 2. The materials encountered in the Test Pit #2 consisted of medium brown, moist silty clay loam with weak structure grade to a maximum depth explored of 8.0 -feet. A sample taken from approximately 3 -feet below grade formed a ball and a ribbon that broke between 1 and 2 -inches in length. The texture of the soil was smooth. The sample was too moist and could not be sieved. No bedrock or groundwater was encountered. This soil is classified as Soil Type 3A. The materials encountered in the Test Pit #3 were consistent with those encountered in Test Pit #2. The maximum depth explored was 3.0 -feet. The materials encountered in the Test Pit #4 were consistent with those encountered in Test Pit #1. The maximum depth explored was 6.0 -feet. The STA will be located in the area of Test Pits #1 and #4. STA sizing is based on Soil Type 2, Sandy Loam. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 Soil Type 2 presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. DESIGN SPECIFICATIONS Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 4 Bedrooms = 525 GPD Septic tank: Min. 1250 gallons (recommend up-sizing septic tank because of ejector pump in basement) LTAR = 0.6 GPD/SF 525 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 613 SF The new OWTS design is based on 4 -bedrooms. An average daily wastewater flow of 525 GPD will be used. The system installation will include a new 1500 -gallon, two-compartment concrete septic tank with an effluent filter installed on the outlet tee of the septic tank. Risers must be used to bring the septic tank manhole lids to grade for access and monitoring. An ejector pump will be required in the basement of the residence to allow shallow installation of the septic tank. The ejector pump should be specified by the plumber and is not included in this design. Effluent will gravity flow from the septic tank to a distribution box, which must be accessible from grade. Flow Equalizers, or similar product, must be installed on each sewer pipe exiting the distribution box to assure equal flow to each trench. The STA will consist of three rows of 17 'Quick 4' Infiltrator® chambers, for a total of 51 chambers and 612 square feet of infiltrative area. The infiltrative area may not exceed 4 -feet below native grade. There must be at least 6 -feet of undistributed soil between each trench. Inspection ports must be placed at the beginning and end of each trench. The ports may be placed in sprinkler boxes for access from grade. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with Page 3 successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, altemating STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STAB. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Please call with questions. Sincerely, ALL SERVICE septic, LLC (!cv, 00 -he- g Carla Ostberg, MPH, RENS Reviewed By: Richard H. Petz, Page 4 0' 20' 40' Scale: 1" = 40'-0" e.tv 2 -/- 1 1 1 / 1 1 1 i 1 / 1 1 1 1 / \ 1 1 / / / / \- \ \ / / / / \ / / / WELL LOCATED TO THE NORTH, APPROXIMATELY 200+ FEET FROM THE PROPOSED STA \\ \ \ \ I I j / l \\II/A / r: 'l, \ 1, /r si / \ \\ \\ \ 1 `���� ��� \\\- \ . DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 07/30/17 4 -BEDROOM RESIDENCE • \ \ N \ ) I 7// I l \� t ' r 7/ / / // • J 1 1 1 / ( / 1 1 1 / 1 ` 11 1 I 1 / 1 ISI 1 � TP2 1 ` i /�' /' 11 1 \ 1 1 I i 1 1 \ 1 1 1 1 I 1 1 ! 1 1 1 O SITE PLAN i.e4.-0' ALL SERYIC[`��iii� 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Spring Creek Ranch (Ranch House) 811 CR 313 Garfield County, Colorado Project Number: C1306 Date: 07/30/17 Designed By: CBO Reviewed By: RHP Drawn By: ANM W1.0 Sheet 1 of 4 • \ \ 11 11 11 \ \ \ \ \ \\ \ \\ \s, \\ • \•- \N. INSPECTION PORT AT \ \ BEGINNING AND END OF \ EACH TRENCH \ \ \ \ 11 • \\ I \• .\ I 1.4 / '. 'QUICK -4' CHAMBER TRENCHES. 3 ROWS OF 17 CHAMBERS = 51 / CHAMBERS = 612 SF • • \ • \/ • .\ \ 1 \ \ \ L 1 \+ 4" DIA SDR -35 SEWER LINE 1 (MIN. 1% SLOPE TO TRENCH) \ \\ D -BOX ACCE• SSIBLE AT GRADE NOTE: EJECTOR PUMP IN BASEMENT TO BE SPECIFIED BY PLUMBER 1 \ \ 1 , \\ • 4" DIA SDR -35 SEWER LINE \ (MIN. 1% SLOPE TO D -BOX) 1 \• 1500 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH EFFLUENT FILTER 5' MIN. x ▪ / 7 4 -BEDROOM RESIDENCE / i 1 1 / 1 20' MIN \ • 1 1 / \\ 1 • \ \ r 1/ r'_ a oes 1' / ' 11 4" DIA SDR -35 SEWER LINE WITH \ DOUBLE -SWEEP CLEANOUT (MIN, 2% SLOPE TO TANK) I 1 \ 1 / \ 1 \ \ \ \ \ \\ \ O PROPOSED OWTS -v 20'—p \ 1 1l l \ \ \ \ \ \ \ \ \• \--- 1 1 0' 10' 20' Scale: 1" = 20'-0" ALL;.,.., SERVIn"1i'; 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Spring Creek Ranch (Ranch House) 811 CR 313 Garfield County, Colorado Project Number: C1306 Date: 07/30/17 Designed By: CBO Reviewed By: RHP Drawn By: ANM W2.0 Sheet 2 of 4 (--- INFILTRATOR END PLATE GRAVELLESS 'QUICK -4' CHAMBER (4' x 3') 3' 6' min 68' 17 CHAMBERS PER TRENCH O STA PLAN NOT TO SCALE SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY COMPACT SOIL BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATE 4" PVC PIPE CUT TO FIT ® INSPECTION PORT DETAIL NOT TO SCALE 4" DIA SDR -35 SEWER LINE TO EACH TRENCH (MIN. 1% SLOPE TO TRENCH) 4" DIA SDR -35 EFFLUENT PIPE FROM - SEPTIC TANK \ DISTRIBUTION BOX WITH ACCESS AT GRADE PIPES PLACED IN TOP PORT OF CHAMBER END PLATES 4" DIA SDR -35 INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE 4" DIA SDR -35 SEWER LINE FINISHED GRADE TO TANK TO HOUSE O CLEANOUT DETAILHOTo SCALE 4" DIA SDR -35 INSPECTION PORT LIMIT OF EXCAVATION SCARIFY SURFACE O STA SECTION GRAVELLESS 'QUICK -4' CHAMBER (4' x 3') NOT TO SCALE BOX AND COVER BROUGHT TO GRADE CONCRETE LID FINSHED GRADE 0000 OUTLETS DISTRIBUTION BOX O D—BOX DETAIL NOT TO SCALE BAFFLE OR ANGLED PIPE TO BE USED AT INLET ALL SfRVICF�' u��ip 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Spring Creek Ranch (Ranch House) 811 CR 313 Garfield County, Colorado Project Number: C1306 Date: 07/30/17 Designed By: CBO Reviewed By: RHP Drawn By: ANM W3.0 Sheet 3 of 4 DESIGN 4 -BEDROOM RESIDENCE (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS + 75 GPD 4th BEDROOM) WASTEWATER FLOW = 525 GPD TANK: USE 1250 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.6 GAL/ SQ FT CALCULATED STA = Q/LTAR = 525 / 0.6 = 875 SF GRAVITY, TRENCHES = 875 SF X 1.0 = 875 SF CHAMBERS = 875 SF X 0.7 = 613 SF / 12 SF / CHAMBER = 51 CHAMBERS THREE GRAVELLESS CHAMBER TRENCHES 17 'QUICK 4' CHAMBERS IN EACH TRENCH TOTAL 51 'QUICK 4' CHAMBERS — 0 — 1 — 2 — 3 — 7 — 8 — 9 SOIL PROFILE TEST PIT NO. 1 SOIL PROFILE TEST PIT NO. 2 TAN TO LIGHT BROWN SANDY LOAM NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION — 10 ./ • / / MEDIUM BROWN CLAY LOAM SOIL PROFILE TEST PIT NO. 2 SOIL PROFILE TEST PIT NO. 2 LEGEND IIsandy I loam GIclay loam O SOIL LOGS NOT TO SCALE MEDIUM BROWN CLAY LOAM TAN TO LIGHT BROWN SANDY LOAM ALL SERVICE 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Spring Creek Ranch (Ranch House) 811 CR 313 Garfield County, Colorado Project Number: C1306 Date: 07/30/17 Designed By: CBO Reviewed By: RHP Drawn By: ANM W4.0 Sheet 4 of 4 Item # 1500T-2CP 1500 Gallon Top Seam o Compartment Top View Section View 6 32" / 201 Clear Access (Big Hole Lid & Riser) :1 .1 *Meets ASTM C-1227 spec including C-1644-06 for resilient connectors • 6000 psi concrete • Delivered complete with Internal piping • PVC, poly or concrete risers available • Option of pump or siphon Installed 29" I invert Digging Specs 13' Long x17 Wide I Inlet Outlet 58" below Inlet Inverl 68° 53' Dimensions Length Width Height 13? sr 138° Net capacity Inlet Side I Otrtiet Side 1,002 gallons 603 gallons Total 1,505 gallons Net Weight Lld Tank Total 3,800 lbs I 11,180 lbs I 14,780 lbs Water & Wastewater (719) 3E14784 28005 Co. RI 317 VALLEY 0 Systems P.O. Bea929 PRECA products Fax: (719) 3954727 Buena Via C°81211 sTs, Inc, Service Welts: vam.valleyprecestcom Email: frontdesk(gvalleyprecastcom Re o Irfi ftii a � I Noiladhe7011 Applications Our patented* 4 -in. (100 -mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. 4 -in. (100 -mm) Biotube Effluent Filter I•I. 4 -in. (100 -mm) Biotube Jr. (4 -in. Biotube cartridge avail- able separately as Insert Pike') 8 -in. (200 -mm) Base Inlet Filter 4 -in. (100 -mm) Insert Filter Orenco's superior ofuent filters resist clogging better than all other brands. Our stan- danl, full-sized 4-»z. (100 -mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4 -in. (100 -mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the frill -sized filters sold by other manufacture's. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low profile tanks, there's the Base Inlet Filter. * Covered by patent numbers 5.492.635 and 4.439,323 To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on "Distributor Locator." APS -FT -1 Rev. 3.4 © 11/10 Orenco Systems, Inc. in Ld(C-' hf I'[l Standard Features 1_4 Benefits • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal Optional Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion -proof construction, to ensure long life • Lifetime warranty Biotube Filtering Process Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes' entire surface for filtering. Particles larger than the Biotube's mesh are prevented from leaving the tank. o Orenco Systems• Incorporated Changing the lt'zy the World Does Mutewaicr* www.orenco.com Nomenclatures 4 -in. Biotube Filter (standard) FT000400-0_ Options: Bank = no options f9 = Carr modulation plate Installed A = float bracket attached Cartridge height: 28' and 36' are standard Housng height:36" and 44" are standard Filter d arneter finches) S"! = fits Type 3034 outlet pipe S = fits Schedule 40 outlet p pe Blank = 1/8" filtration P = 1/16" fitration Biotube effluent filter series 8 -in. Biotube Filter (base inlet model) FT 0 08 22-14 B Options: A = float bracket FS = 2" outet orifice FS0 = 2" outlet orifice and overflow plate' Base inlet model Cartridge height: 14" standard Housing height: 22" standard Filte diameter (inches) 08 = 8" Bank = 1/8" filtration P = 1/16" fitraton Biotube effluent fitter series Also avai!ab'e e.ith coupling and sleeve as a "kft": FT-OVERFLOV/KJT 4 -in. Biotube Jr. (includes cartridge and housing) FTJ000418 1 Optans: Bank = no options M = flour modulation plate installed A = float bracket attached Cartridge height (inches) Filte diameter (inches) 1'! = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Blank = 1/8" filtration P = 1/16° fftrafon Jun'!or series Bbtube effluent filter series 4 -in. Biotube Filter Insert (cartridge only) FT -11 customized options (e.g., NC indicates North Carolina regions) 1V = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Cartridge height (inches) Filte dameter (inches) Blank = 1/8" filtration P = 1/16" filtration Insert Biotube effluent filter series 4 -in. Biotube Effluent Filter 4 -in. Biotube Jr. Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base — Riser wall Filter housing Distributed By: Item # DBox 8C Concrete Distribution Box (1 inlet, 7 outlets) & Riser Top View 28" 1 End View Riser Section 28" '15" nock Down Baffle Side View 12" End View II Section View II Lid View • 6000 PSI Concrete • 7 Outlet equal flow • Slide -in Baffle • 4" Pipe penetration ports • Connectors cast into the box • 12" Riser available Weight: D -Box with Baffle - 200 lbs D -Box Lid - 75 lbs D -Box Riser -140 lbs Water & (719) 3954764 28005 Co. FZd 317 Wastewater P.O. Bcoc925 VALLEY • Products Fax: (719) 395-3727 Buenavista, CO81211 • Systems L PRECAST, Inc. •servicel: fr °°"m 0 cn w ®, 0 W W O W' W - al g~ W Z o O Q H C7 2 W w J 0_ J Q' O- N 0 O J_ OM El: W ' J Y Oc Z 2 ct a Q INFILTRATOR` water technologies Quick4. The Quick4® Standard Chamber I 7-10 ft - The Quick4® Standard Chamber fits in a 36" wide trench and is ideal for curved or straight systems. It features the patent -pending Contour Swivel Connection- which permits turns up to 15°, right or left. The MultiPort- endcap allows multiple piping options and eliminates pipe fittings. The chamber's four -foot length provides optimal installation flexibility. Chamber Benefits: • Advanced contouring connections swivel up to 15°, right or left • Latching mechanism allows for quick installation • Four -foot chambers are easy to handle and install • The Quick4 Standard Chamber supports wheel loads of 16,000 lbs/axle with only 12" of cover • Certified by the International Association (a� of Plumbing and Mechanical Officials (IAPMO) MultiPort Endcap Benefits: • Tear -out seals on inlet ports provide a tight fit to the pipe • Eight molded -in inlets/outlets allow for maximum piping flexibility • Eliminates pipe fittings • Fits on either end of the Quick4 Standard Chamber APPROVED in i ,�� l` `1f Li• .^' - 4 '/ • Quick4`- Series Because installations are faster with Quick4 chambers, you save on heavy equipment operation and labor. Quicke Series Quick4 Standard Chamber i ckt MultiPort Endear) 8g eo aa ®a4.1 1 €1 ___ - ®® ®®®a eo m� a ... 2 _ ra P a la a 8 8 e .0 i. ®®»��®®_®.®Heade_gm ®m 8 ®� ®� riaaa e e Q a® L� G l� Q ®®a .E1 EE 8®e®ee1�����e ac o��® 48' (EFFECTIVE LENGTH) FRONT VIEW Typical Trench View SIDE VIEW COVER BY'4 DESIGN 34" (MONDE TRENCH} SPACING PER CODE I 34'-►{ Quick4 Standard Chamber Specifications Size 34"W x 53"L x 12"H (864 mm x 1346 mm x 305 mm) Effective Length 48" (1219 mm) Louver Height 8" (203 mm) Storage Capacity 43 gal (163 L) Invert Height 8" (203 mm) 4 Business Park Road P.O. Box 768 Oki Saybrook, CT 06475 1 N F 1 LT R AT 0 Ra ; -5 -22000 21A 436ax 860-577-7001 water technologies www,Inllltratorwater.com TOP VIEW INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator (-Unite), wlien installed and operated in a ieachfield of an onsite septic system in accordance Will Inf irator's instructions, is warranted to the original purchaser rHolderl against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Untts determined by Infiltrator to be covered by this United Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WiTH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Umited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The United Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Umited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This United Warranty shall be void if the Holder faits to comply v,ith all of the terms set forth in this Umited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liabity claims of Holder or any third party. For this United Warranty to apply, the Units must be installed In accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. (di No representative of Infiltrator has the authority to change or extend this Umited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Umited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. My purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infitrator, Equalizer, Ouck4, and Sides` under are regstered trademarks of Infttrator WaterTechnoIogies. Infiltrator is a registered trademark in France Infiltrator Water Technoioges Is a registered trademark n 1dendco. Contour, MlcroLeactsng, PotyTuff, ChanberSpacer, MultiPort, PossLock, O,ickCut, GickPlay, Snaplock and StraightLock are trademarks of Infiltrator Water Technotoges. PotyLok Is a trademark of PotyLok, Inc. TUF-TiTE is a registered trademark of TUF-TRE, INC. Ultra -Fib is a trademark of IPEX Inc. 0D 2013 Infiltrator WaterTecimdoges,110. M rights reserced. Prated In U.SA 025 0813 Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436 Attachment 11 Garfield County Land Explorer Parcel Physical Address Owner Account Num Mailing Address 218128300958 239918200001 239919200003 239919300092 240113100272 240113100273 240113200271 240113300020 240113300180 240113400283 240124100226 Not available NEW CASTLE 811 313 COUNTY RD NEW CASTLE 811 313 COUNTY RD NEW CASTLE Not available NEW CASTLE Not available SILT Not available SILT Not available SILT 9887 311 COUNTY RD SILT 9674 311 COUNTY RD SILT Not available NEW CASTLE 311 COUNTY RD NEW CASTLE BUREAU OF LAND MANAGEMENT ERPESTAD, GARY L & JOAN H CHAPMAN, ROBERT H R231038 R083890 R023376 CHAPMAN, ROBERT H R230801 MORGAN, RICHARD D R042397 MORGAN, KAY D R042398 MORGAN, KAY D R042396 DANIELS, GORDON A JR R023407 & CARLA A BAUER, JUSTIN B & R230917 MARJORIE JEAN CHAPMAN, ROBERT H R044459 CHAPMAN, ROBERT H R231167 2300 RIVER FRONTAGE ROAD SILT, CO 81652 1088 COUNTY ROAD 313 NEW CASTLE, CO 81647 1301 STONEHAVEN ROAD COLUMBIA, MO 65203 1301 STONEHAVEN ROAD COLUMBIA, MO 65203 293 COUNTY ROAD 313 NEW CASTLE, CO 81647-9651 293 COUNTY ROAD 313 NEW CASTLE, CO 81647-9651 293 COUNTY ROAD 313 NEW CASTLE, CO 81647-9651 10 PTARMIGAN LN GLENWOOD SPRINGS, CO 81601 9674 COUNTY ROAD 311 SILT, CO 81652 1301 STONEHAVEN ROAD COLUMBIA, MO 65203 1301 STONEHAVEN ROAD COLUMBIA, MO 65203 Mineral Owners Notification List Spring Creek Ranch, Parcel 4: A parcel of land situated in a portion of Lots 2-4, and the SESW of Section 18, Lot 1, NENW, W2NE, SENE, N2SE, NESW, SENW of Section 19, T7S-R91W, 6th PM and in the N2SE and a portion of the NESW of Section 13, T7S-R92W, 60' PM, Garfield County, Colorado April 26, 2017 Robert H. Chapman 1301 Stonehaven Road Columbia, MO 65203 Nancy Jo Arthur P.O. Box 55 Rangely, CO 81648 Edward E. Smith 65 Hideaway Circle Evergreen, CO 80439 Barbara F. Williams c/o Edward E. Smith 65 Hideaway Circle Evergreen, CO 80439 Darlene I. Plendi c/o Edward E. Smith 65 Hideaway Circle Evergreen, CO 80439 Lee A. Smith c/o Edward E. Smith 65 Hideaway Circle Evergreen, CO 80439 United States of America, Bureau of Land Management 2850 Youngfield Street Lakewood, CO 80215 Ursa Piceance LLC 602 Sawyer St., Ste. 710 Houston, TX 77007 Attachment 12 SECTION 2-03. PAYMENT AGREEMENT FORM Payment Agreement Form GARFIELD COUNTY (hereinafter COUNTY) and Robert H. Chapman Property Owner (hereinafter OWNER) agree as follows: 1. OWNER has submitted to COUNTY an application for Accessory Dwelling Unit (hereinafter, THE PROJECT). 2. OWNER understands and agrees that Garfield County Resolution No. 98-09, as amended, establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the administration of the fee structure. 3. OWNER and COUNTY agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. OWNER agrees to make payment of the Base Fee, established for the PROJECT, and to thereafter permit additional costs to be billed to OWNER. OWNER agrees to make additional payments upon notification by the COUNTY when they are necessary as costs are incurred. 4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of consulting service determined necessary by the Board of County Commissioners for the consideration of an application or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs exceed the initial Base Fee, OWNER shall pay additional billings to COUNTY to reimburse the COUNTY for the processing of the PROJECT mentioned above. OWNER acknowledges that all billing shall be paid prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan. PROPERTY OWNER (OR AUTHORIZED REPRESENTATIVE) I hereby agree to pay all fees related to this application. Robert H. Chapman Print Name Mailing Address: E -Mail Address: Phon: Nu ber: Signature 1301 Stnnehnven Road Columbia, MO 65203 )Job.chaoman@barry-wehmiller com 314-862-8000 August 15, 2017 Date Garfield County 1 Community Development Department 108 81E' Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.Rarfield-countv.com Attachment 13 PRE -APPLICATION CONFERENCE SUMMARY TAX PARCEL NUMBER: 239919200003 DATE: March 3, 2017 PROJECT: Accessory Dwelling Unit OWNERS/APPLICANT: CHAPMAN, ROBERT H REPRESENTATIVE: Patrick Rawley — Stan Clauson and Assoc. PRACTICAL LOCATION: 811 313 COUNTY RD, NEW CASTLE 81647 ZONING: Rural TYPE OF APPLICATION: Land Use Change Permit—Administrative Review I. GENERAL PROJECT DESCRIPTION The applicant is requesting a permit for an Accessory Dwelling Unit (ADU) on a 633.67 acre parcel located within the Rural zone district. As each property is over 4 acres, the Land Use and Development Code (LUDC) limits the size of the ADU to 3000 square feet and requires that they meet all building code requirements. The property currently has three dwelling units, one built in 1929, one built in 1939, and one built in 1989. As a result, it is assumed that the unit built in 1929 and the unit built in 1939 are both legal nonconforming and fall under the restrictions for such uses and structures in Article 10 of the LUDC. It is understood that none of these units are utilized as Agricultural Exempt Housing. Despite these non -conforming dwelling units, it is Staff's opinion that the applicant may pursue an Administrative Review Land Use Change Permit for an ADU on the property in addition to the non -conforming dwelling units. As each parcel is permitted one primary and one accessory dwelling unit, the non- conforming units may not be eligible to be permitted as an ADU in the future. It is understood that the unit would be served by an individual well. The applicant will need to demonstrate adequate legal water (a well permit and augmentation plan, if applicable). A 4 -hour pump test and water quality test are required, but may be done as a condition of approval (however, please submit any supporting information available). A well permit will need to be provided that demonstrates that each unit on the property is legally served by water. Regarding septic, it is understood that a new Onsite Wastewater Treatment System (OWTS) will be constructed for the new ADU. The applicant will need to provide an explanation as to how wastewater will be handled for the ADU within the application. Demonstration of conformance to Section 7-107 and specifically Table 7-107, Roadway Design Standards, needs to be provided. Please respond to each of the items in the Roadway Design Standards Table (7-107) to show compliance with these parameters (ROW width, Lane width, Shoulder width, etc.). Note: most driveways fall into the Primitive / Driveway category, please identify which Average Daily Trip (ADT) category this access road may fall within with each dwelling unit accessing this driveway counting as 9.57 ADT (all homes planned and existing off the driveway). Please respond to the Standards as identified in Article 7: Standards, Division 1, 2 and 3 and for ADUs, Section 7-701. These are the standards by which the application will be determined to be approved, approved with conditions or denied. A short response to these items ensures that 1) the applicant has read and understands the standards upon which a determination will be based, and 2) allows the applicant and staff to work through any possible issues early on in the application process. Upon review of Garfield County GIS, it is noted that the property is within the Medium High Density Residential Designation. No hazards were identified. iv;11T['401 41 171[0771 • 1'44 234119200003 K (A1.c�.1 CA aa,w 5re. 01.. >•f.....+1 Account FJ:e116 Owner CuA&J.l4"1 ROBERT H Phy.kol Adders 811 313 COUtr•v CO I I l CASH{ 8160 Moling Adders 13313107.EMAVErs ROAD COIWSbA 1.10 85203 Acres 633 e7 2014 /0 levy 50 MO 0124x•»s 2 11. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS s Garfield County Comprehensive Plan 2030 • Garfield County Land Use and Development Code, effective July 15, 2013 o Accessory Dwelling Unit (7-701), following Administrative Review (Section 4-103) • Table 4-102, Common Review Procedures and Required Notice; • Table 4-201, Application Submittal Requirements III. REVIEW PROCESS The review process shall follow the steps as contained in Table 4-102 and Section 4-103, Administrative Review. SUBMITTAL REQUIREMENTS Please refer directly to Table 4-201 and the list of General Application Materials in section 4-203. These application materials are generally summarized below: • Application Form • General project description ■ Ownership Documentation (deed) and title information indicating if there are any lien holders and/or encumbrances (a title commitment may be necessary) ■ Statement of Authority (if property is owned by an LLC or other corporate entity) or Letter of Authorization (if the Applicant is not the owner of the property), if necessary ■ Fee Payment and Payment Agreement Form ■ Pre -Application Conference Summary ■ Names and addresses of all property owners within 200 feet of project site and all mineral owners of the subject parcels (demonstrated through a search of Clerk and Recorders database and/or Assessors database — Adjacent property owners can be conducted using the Garfield County Geographic Information System website at http://gis.garfield- county.com/LandExpiorer/index.html and use Buffer Tool to 200' from subject parcel). • Vicinity Map ■ Improvements Agreement / Development Agreement (may be waived upon request) ■ Site Plan ■ Grading and Drainage Plan demonstrating positive drainage off the site • Impact Analysis — Please respond to the identified impacts in Section 4-203(G) ■ Code, Covenants, Restrictions (if applicable) • Respond to Standards fully described in Article 7, Divisions 1-3 and, for an ADU Article 7, Section 701 • Demonstration of Legal and Physical Water (Well permit, augmentation plan, 4 -hour pump test, and water quality test per Section 4-203(M)) • Description of septic system (OWTS). If OWTS is to be shared or is otherwise already installed, then a letter from a professional engineer is necessary stating that the system is adequate to handle the added load of the ADU. If a new, yet to be installed, OWTS is proposed, then a statement indicating this intent is necessary. 3 ® Soils information ■ Statement and demonstration of conformance with Section 7-107, Access and Roadways (Specifically conformance with Table 7-107 for driveway from County roadway to proposed ADU) Submit three paper copies and one digital for applications. Additional copies will be requested upon determination of completeness. See the land use code for additional information on submittal requirements. IV. APPLICATION REVIEW a. Review by: Staff for completeness recommendation and referral agencies for additional technical review b. Public Hearing: c. Referral Agencies: X None (Director's Decision) _Planning Commission _ Board of County Commissioners _ Board of Adjustment May include Garfield County Road and Bridge Department, Fire Protection District, Garfield County Designated Engineer, Town of Carbondale, and State of Colorado. 4 V. APPLICATION REVIEW FEES a. Planning Review Fees: $ 250.00 b. Referral Agency Fees: $ TBD — consulting engineer/civil engineer fees c. Total Deposit: $ 250.00 (additional hours are billed at $40.50 /hour) General Application Processing Planner reviews case for completeness and sends to referral agencies for comments. The case planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review and makes a recommendation of approval, approval with conditions, or denial to the Director of the Community Development Department. The Director's decision is subject to a 10 - day call-up period. The pre -application meeting summary is only valid for six (6) months from the date of the written summary. Application Submittal 3 Hard Copies 1 Digital PDF Copy (on CD or USB stick) Both the paper and the digital copy should be split into individual sections. Please refer to the list included in your pre -application conference summary for the submittal requirements that are appropriate for your application: • General Application Materials • Vicinity Map • Site Plan ■ Grading and Drainage Plan ■ Landscape Pian • Impact Analysis • Traffic Study • Water Supply/Distrihution Plan • Wastewater Management Plan • Article 7 Standards Disclaimer The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. Pre -application Summary Prepared by: March 3, 2017 David Pesnichak, AICP — Senior Planner Date 5 STAN CLAUSON ASSOCIATES INC landscape architecture. planning. resort design 412 North Mill Street Aspen, Colorado 81611 t. 970/925-2323 f.970/920-1628 info@scaplanning.com www.scaplanning.com October 12, 2017 David Pesnichak, AICP 108 8ih Street Glenwood Springs, CO 81601 Sent by email and US Postal Service RE: Chapman ADU 811 County Rd. 313 / Not Technically Complete Letter Dear Mr. Pesnichak, The following revisions and materials are provided in response to the Not Technically Complete Letter dated August 20, 2017. • Attachment 1- Mineral Ownership The attached letter dated 2 May 2017 from Allen & Kirmse, Ltd., indicates that public records were searched to obtain identified mineral owners. We have also included the Mineral Owners Notification List for your convenience. • Attachment 2- Roads and Access Code Response Corrections: 7-107 Access and Roadways All roads shall be designed to provide for adequate and safe access and shall be reviewed by the County Engineer. Using Table 7-107: Roadway Standards as a reference, the roadway will be classified as Semi Primitive. The Average Daily Trip (ADT) is calculated using three (3) legal and occupied dwelling units accessing the driveway, including the existing primary residence and the proposed ADU, and one legal nonconforming unit. The ADT therefore equates to 28.71. We believe the Semi Primitive classification is not appropriate for the proposed roadway and request a waiver of Section 7-107F. Please see Attachment 2, Statement of Adequacy prepared by Sopris Engineering in support of our waiver request. • Attachment 3- Access Drive Right -of -Way and Easement The attached Warranty Deed describes the Right -of -Way and Easement, Rec. No. 399752 pertaining to the main access driveway and where it crosses within SE1/4 NE1/4, Section 13. Please reference the Improvement Survey Sheet 5, Detail C for further clarification. • Attachment 4- Legal Water The attached letter dated September 8, 2017 from Paul Noto of Waterlaw, provides an explanation of how each dwelling unit will obtain legal water. Well permit no. 159252-A will serve the proposed ADU. • Attachment 5- Site Pian Along with the site plan originally submitted, we have included a site plan showing the proposed ADU with context. We trust that the provided copies are clearer and more legible. • Attachment 6- Ownership Deed In response to your enquiry regarding the actual size of Parcel 4, any reference to the parcel being 633 acres was based upon outdated material and is not accurate. Referencing the provided Boundary/Improvement Survey dated 12/21/2016, the actual acreage of Parcel 4 is 597.707. Please call with any questions. Sincerely, Tawn Hillenbrand Stan Clauson Associates, Inc. INDEPENDENT PROFESSIONAL, 6304 SOUTH MONACO COURT CENTENNIAL, COLORADO 80111 TELEPIIONE (303) 771-1208 th th th th October 11, 2017 Spring Creek Ranch -Accessory Dwelling Unit Land Use Change Permit clo Patrick Ravwley Stan Clausen Associates palrick a.scaplanninn.com RE: Spring Creek Ranch ADU — Garfield County Policy 01-14 Waiver Letter Sopris Engineering, LLC Job No. 17099 Patrick, It is our understanding that a Pre -Application Conference was held with Garfield County Community Development Department staff to discuss the potential Land Use Change Permit in support of the construction of a new Accessory Dwelling Unit (ADU) located at 811 313 County Road, New Castle 81647 (Spring Creek Ranch). The pre application conference summary provided to Sopris Engineering stated that the applicant must demonstrate "...conformance to Section 7-107 and specifically Table 7- 107, Roadway Design Standards Table (7-107)" of the Garfield County Land Use and Development Code (LUDC). The LUDC requires all roads within the County be designed to provide for "adequate and safe access" and meet the minimum design standards within Section 7-107 Access and Roadways. The LUDC additionally defines "private roads" as °a right of way constructed, established owned and maintained by a private party for access exclusively to the properly". As such, the existing driveway to the subject property falls within the "private road" category as defined by the LUDC, specifically within the Primitive/Driveway category based on the following: DHtgnSUndards 2501. r,s . Secondary Aceess Rural Access Primitive/ PrlmiUve Driveway Public Land Access 80 60 1 30 12 11 18 112 12 8 10 6 n l2 6 14 I3' 1 275 2% I 1 3% II ass 1S% 1 1 1 k 35 n,p, 1 1 1 1 I 415 80 1 80 1 1 Isss 1 1 I Asphalt or ` 1 1 Design Capacity (ADT)- According pre application summary, the ADT for the project is calculated using the existing main residence, the existing pre-existing nonconforming residence and the proposed ADU which will utilize the existing gravel driveway for access. At 9.57 ADT per dwelling unit, the total 28.71 projected ADT falls outside of the allowable range of the Primitive/Driveway category. In our experience, average daily traffic volumes for rural Garfield County are generally less than the published values within the Institute of Traffic Engineers (ITE) manual by approximately 25%. Applying this reduction would reduce the estimated average daily trips to 21.53 for the three residences. Additionally, the existing property is approximately 12- 15 miles from the nearest town center. The distance to the nearest shopping center generally results in a consolidation of trips more closely resembling the AM and PM peak traffic volumes rather than spread throughout the day. AM and civil consultants Spring Creek Ranch — ADU Statement of Adequacy SEU.17099 20/11/2017 Page 2 PM peak traffic volumes are generally 60-70% of the ADT. This reduction brings the estimated peak volumes to within the acceptable range for Primitive/Driveway designation. AM and PM peak traffic patterns further reduce the likelihood of opposing travel directions that may result in head on traffic conflicts. It Is our opinion that basal on the project size and location the "Primitive/Driveway° classification per Table 7-107 would be the appropriate standard to compare the existing driveway conditions, Accordingly, the existing driveway in its current configuration is adequate for the anticipated traffic demands, Minimum ROW Width- According the Land Use application, the existing driveway and proposed extension will provide a minimum 15' Right of Way width. Lane Width- the existing gravel access driveway has in excess of 12' minimum provided width nearly the entire driveway length. Minimal, short segments of driveway width between 11.5' and 12' wide have additional compacted native shoulders to establish a minimum 12' travel lane. Furthermore, there is a portion of the driveway that is currently in excess of 20 -ft for approximately 100 -ft in length near the guesthouse which could serve as a pull off area for emergency vehicles. This area should be maintained for this purpose. Ditch Width- There does not appear to be any existing roadside borrow ditches associated with the existing driveway or the proposed extension. The applicant will be seeking a waiver from this design requirement and Is discussed in further detail below. Cross Slope- Based on recent topographical survey information, it appears as though the existing driveway may not meet the minimum 2% cross slope in some area. However the existing surface shows no signs of rutting, soft spots or other forms of deterioration that may result from inadequate surface slope. Accordingly the applicant will seek a waiver from the minimum design standard, described further below. Minimum Raius• All existing and proposed radii appear to meet the minimum 40' standard for Primitive/Driveway classification. Maximum Grade- The existing driveway and proposed extension for the ADU have longitudinal grades less than 12%. Surface- The existing driveway is currently comprised of washed gravel as the travel surface which exceeds the minimum "native material" requirement for a Primitive/Driveway classification. As mentioned above the client Is seeking a waiver for Lane Width, Ditch Width and Cross Slope of the existing driveway from the design standards of a Primitive/Driveway as specified within Table 7-107. Garfield County Policy 01-14 allows for potential waivers of specific design standards within the LUDC provided the following criteria are met, according to Section 4-118: 1) An alternative design achieves the Intent of the subject standard to the same or better degree; 2) The proposed alternative will Impose no greater impacts on adjacent properties than would occur through compliance with the specific standard. We believe the current design of the road is adequate and that the existing roadway is not adversely impacting adjacent properties. In support of the requested waiver and per the requirements set forth within Policy 01-14 the following Information Is being provided to demonstrate that the existing driveway is adequate for the proposed use: e Geometry of the road- The existing gravel driveway meets the minimum design requirements for a Primitive/Driveway classification for nearly the entire length. The existing driveway has a short stretch that has slightly less than 12' of 602 Main Street • Suite A3 • Carbondale, CO 81623 • (970)704-0311• Fax (970)704-0313 SOPIHS ENGINEERING •[LC civil consultants Spring Creek Ranch —ADU Statement of Adequacy SEft. 17099 10/11/2017 Page 3 gravel surface. However in this area additional compacted native material provides the minimum width consistent with the minimum surface requirements Table 7-107. The ranch regularly accommodates a livestock semi -trailer for cattle deliveries and has not experienced any issues according to the ranch manager. O The existing driveway does not meet the 3' minimum ditch width required by Table 7-107. However the existing driveway shows no signs of rutting, soft spots or other forms of deterioration that may result from inadequate roadway drainage. U Safety/Structural issues- There are no safety or structural Issues with the existing driveway or the proposed extension. O Maintenance- The ranch manager performs yearly inspection of the driveway. The manager Imports additional gravel and regrades the road surface as necessary. a Travel Demand- The maximum allowable Average Daily Trip amount for the proposed driveway is 20 ADT per Table 7-107. The three legal and occupied dwelling units produce an estimated 21.53 ADT after reductions for rural Garfield County traffic estimates and AM and PM peak traffic patterns further reduce the likelihood of opposing travel directions that may result in head on traffic conflicts. Accordingly, it is in our professional opinion that the existing driveway in its current configuration is adequate for the anticipated traffic demands and use of the property. Based on the information above, Sopris Engineering believes the existing driveway Is adequate to support the proposed development provided that the area of the driveway that is In excess of 20 -ft near the guest house is maintained for emergency vehicles/access. If you have any questions or need any additional information, please call. Sincerely, , r a SOPRI �VFtr,. LC ' KGs{ 'IJ f' 1377 Ya(t-jbbol, ESf//¢T Prindl F` tftinQQr, . • • •' &sS �4��}6 >} zux�� x •O.' S� 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970)704-0311 • Fax (970)704-0313 SOPRIS ENGINEERING • LLC civil consultants 45 — Recorded at ,2 Reception No. — .51 AR .. 3 198! ' WARRANTY DEED THIS DEED, Made this 13th day of March 19 89 , between I•lea.ther McFarlin Peterson - of the. • *County of 'A, N/A -1444411 -- Stale Stale of j j/ s 14 /grantor, and California Ronald J. Rogers and Lisa Specht whose legal address is C/o Rogers and Associates and Recorder. Attachment 3 BOOK 750 ntE5 . kir1 d 1989 State Doi. roe • 2029 Century Park East, Suite 1010; Los Angeles, CA- 90067. of the • , • County of z# . • and State of Nom m Lo rraa WITNESS, that the grantor, for nadir) consideration of the sum of a a zo • other good and. valuable consideration and Ten and•no/100 • the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by grant, bargain, sell, convey and confirm unto the grantees, their heirs and assigns forever, not in tenancy in common all the real property, together with improvements, if any, situate, lying and being in the II Garfield. and State of Colorado, described as follows: I!• ' See attached Exhibit A . t - es:• DOLLARS, also known by street and number as these presents docs but in joint tenancy, County of TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining and the I! reversion and reversionA, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and •1i demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and - ' i appurtenances. '10 HAVE AND TO,HOL) the said premises above bargained and described, with the appurtenances, unto the grantees, their heirs and assigns forever. And the grantor, for himself, his heirs and personal representatives, does covenant, grant, bargain and agree to and. with the grantees, their heirs and assigns, that at the timeof theenscaling and delivery of these presents, he is well seized of the premises . i above conveyed, has good, sure, perfect, absolute nnd.indefeasible estate of inheritance, in law, in tee simple, and has good right, full ' = power and lawful authority to grant, bargain, sell and convey the sante in manner and form aforesaid, and that the same are free and clear ' from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except easements, restrictions, reservations ani rights of way, all Of record, and real property taxes for the year 1989, not yet due or payable. . 'f'"e grantor shall and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable pc- .asionof the grantees, their heirs and assigns, against all and every person or persons lawfully claiming the whole or any part • thereof. • The singular number shall include the plural, tits plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF the grantor has executer s deed on the date set forth above. Ab.rte°. r .•/ 1/1C) Heather McFarlin Peterson STATE OF IMO N+ Cali Carnia County of , If Doc ,Fee 40.00 uxir113n A • TOWNSHIP 7 SOUTH, RANGE 92 WEST .OF THE 6TIIP.M. BOOK '750 r cE546 Section 13: N?SE3, and that part of the NENSWS,•described as follows: : Beginning at a point on the East line of said NEWW' Sec. 13 whence the northeast corner of said NE'SW' beats N. 0°07'46 E. 607.66 feet; thence along existing fence 5. thence along existing fence S. South line of said NE4SW1/2; thence N. 89°13'4.1" E. 415.70' said NEIISW1/2; thence N. 0°07'46" E..726.44 feet: to The 76°14'47" W. 451.65 feet; 1°57'17" E. 627.02 feet to the feet to the Southeast corner of Point of Beginning. TOWNSHIP 7 SOUTH, RANGE .91 WEST OF THE 6TH P.M. Section 18: Lots 2, 3 and 4, SENSW'. Section 19: Lot 1, WANG?, SEINE';E'�NW'�, NESE', NEWW' EXCEPTING from the above described property .the. two parcels of land conveyed to Wayne Hall and Amorette Uall.by Loren W. Arthur and Mary E. Arthur by Deed recorded October 3, 1973 in Book 450 .at Page 305 as Reception No. .260224, described as follows: PARCEL 1: A parcel of . land situated in the .NESE' and, in the NE'SWl of Sec. 13, T. 7 S., R. 92 W., 6th P.M., lying southerly of the East West centerline of said Sec. 13, and northerly of a fence as constructed and in place.. Beginning at the re-established quarter corner on the easterly line of said Sec. 13 whence a rock corner found'in place and properly marked for .the southwest corner of Sec. 18 in T. 7 S., R. 91 W., • 6th P.M., bears: S. 00°03'35" E. 2740.30 feet;. thence S. 00°03'35" E. 28.12 feet along the easterly line of said Sec. 13, to a. point; in said fence; thence S. 86°54'23" W. 2595.53 feet along said fence; thence S. 85°44'35" W. 751.58 feet along said fence; thence S. 88°27'43" W. 272.33 feet along said fence; thence 5. 8B°23'18" W. 308.99 feet along said fence to a point on the easterly right-of-way fence of a county road as constructed and in place (West Divide Creek Road); . thence N. 00°00'13" E. 154.04 -feet along said right-of-way fence,' to a point on the East West centerline of said Sec. 13; thence N. 88°44'41" E. 3923.24 feet along said centerline to a quarter corner on the easterly line of said Sec. 13, The Point of Beginning. PARCEL 2: Also a parcel of land situated in Lot.2 of Sec. 18, T: 7 S., R. 91 W., 6th P.M., lying northerly and westerly of a fence as constructed and in place and easterly of the westerly line of said. Sec. 18, said parcel of land is described as follows: beginning at the re-established quarter corner for the East 'Quarter corner of Sec.. 13, T. 7 S., R. 92 W., 6th P.M., said corner being on the westerly line of said Sec. 1Fl. whence a ruck EXHIBIT A PAGE 2 BOW( 750 ?t0t547. Together with a right-of-way and easement for road purposes over and across the SEiNEi, Section 13, T7S, R92W, 6th P.M.; as said .road is now constructed and in place, and all right, title and interest in and to all water and water rights, ditch and ditch rights therein and thereon, used in connection therewith, or appurtenant thereto, including but without limitation,' the following: a). The King Ditch No. 73C from East Divide Creek with Priority No. 118E in Water District No. 45, priority date of September 15, 1897, for .90 cubic feet of water per minute (cfm); and Priority No. 166F for 43 cfm priority date of April 3, 1912, under and by virtue of the first enlargment thereof; b) The King -Heatherly Ditch No. 74CCCC from East Divide Creek with Priority No. 119C in Water District No. 45, Priority Date of April 20, 1900, for 318 cfm awarded said ditch, under and by virtue of the original construction thereof; and .226 cfm awarded said ditch, with Priority 166E, priority date of April 13, 1912; subject to the reservations and exception, described in Deed at Book 451 at Page 270; c) All right,. title and interest in and to the June Creek Ditch No.108 with Priority No. 163 for 24 cfm, priority date of May 5, 1911, and Priority No. 166C for 24 cfm, priority date April 3, 1912. The warranty of title herein given, is. limited to those portions of the Property which are located within the fences which now exist upon the Property; all other portions are conveyed by quit claim only. There is also hereby conveyed by quit claim all portions of properties which are contiguous to the Property which are located within the fences that now exist on the Property. )1cc G11(1111111 1111•11 4 WAT E RLAW, PATRICK 1 MILLER 1 NOIO Paul L. Nolo* shareholder roto@watedaw.com reply to Aspen office 'licensed in CO, ND ASPEN: 197 Prospector Dr. Suite 2104 A Aspen, CO 81611 T. 970.920.1030 F. 970.925.6847 BASALT: Waterlaw Riverwalk 229 Midland Avenue Basalt, CO 81621 T. 970.920.1030 F. 970.927.1030 DENVER: 999 18th St. 30th Floor Denver, CO 80202 T. 303.893.9700 F. 303.893.7900 TULSA: 7633 E. 63rd PI. Suite 300-18 Tulsa, OK 74133 T. 800.282.5458 F. 970.927.1030 SCOTTSDALE: - 16427 N. Scottsdale Rd. Suite 410 Scottsdale, AZ 85254 T. 800.282.5458 F. 970.927.1030 www.waterlaw.com Professional Corp. September 8, 2017 Patrick Rawley, AICP, ASLA Via email RE: Spring Creek Ranch well permitting Dear Patrick: Per your request, I am writing to describe the wells and well permits serving the structures at Spring Creek Ranch. I understand that Garfield County has requested this information in conjunction with the land use application for the ADU you submitted. First, Garfield County asked if four dwelling units would be served off of the well which will serve the proposed ADU. The answer is no, because there are actually two wells serving the main living quarters at Spring Creek Ranch, as follows: • Well permit no. 159252-A currently serves the ranch manager house which is now located on an adjacent parcel. This well permit is proposed to serve the new ADU. This is allowable under the permit terms because this well can serve up to three structures, and currently only serves one. • Well permit no. 153569 serves the main house and the existing guest house. The permit terms allow this well to serve the two dwellings it served historically. There was also a question about why well permit no. 159252-A states that it serves a 42.6 -acre tract, when the parcel it sits on is comprised of approximately 633 acres. In Colorado, a landowner is allowed to have one "exempt" well permit for each 35 acres of land they own. The reason that the well permit is for a 42.6 - acre tract, therefore, was to not tie up the entire 633 acre parcel with only one well permit. Please see Exhibit A attached to the well permit which specifically describes the 42.6 -acre tract. WATERLAW Patrick Rawley September 8, 2017 Page 2 PATRICK 1 MILLER I NOTO I hope this is responsive to Garfield County's questions. Please feel free to contact me with any additional questions you may have. Very truly yours, Patrick 1 Miller 1 Noto A Professional Corporation By: CA.9 Paul L. Noto noto@waterlaw.com cc: Susan Reynolds Judith Gettinger Hal Dishier, Esq. Form No. GWS -25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg.: 1313 Sherman SL, Denver, Colorado 80203 (303)866.3581 1095 WELL PERMIT NUMBER 159252 A DIV. 5 WD 45 DES. BASIN MD RONALD J ROGERS & USA SPECHT LIVING TRUST 1875 CENTURY PARK EAST #200 LOS ANGELES, CA 90067- (970) 876-2249 PERMIT TO CONSTRUCT A WELL APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 SW 1/4 Section 18 Township 7 S Range 91 W Sixth P.M. DISTANCES FROM SECTION LINES Ft. from Section Line Ft. from Section Line UTM COORDINATES (Meters.Zone:13.NAD83), Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief In a civil court action. 2) The construction of this well shall be In compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(c) for the relocation of an existing well, permit no. 159252. The old well must be plugged in accordance with Rule 16 of the Water Well Construction Rules within ninety-one (91) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was plugged. 4) Approved as the only well on a tract of land of 42.6 acres described as that portion of the NW 1/4 of the SW 1/4, Sec. 18, Twp. 7 South, Rng. 91 West, 6th P.M., Garfield County, more particularly described on the attached exhibit A. 5) The use of ground water from this well Is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the Irrigation of not more than one (1) acre of home gardens and lawns. 6) The pumping rate of this well shall not exceed 15 GPM. 7) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water Is returned to the same stream system in which the well Is located. 8) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well location on work reports required by Rule 17.3 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual location. The location information must include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines. p NOTE: Section 18 is an irregular' 'WIDE" section. 1� NOTE: Parcel Identification Number (PIN):23.2399-192-00-003 O 6`1`�0/9 NOTE: Assessor Tax Schedule Number: R023376 (totaling 633.67 acres) APPROVED DMW Receipt No. 9503691 State Engineer DATE ISSUED 06-24-2013 Ayks 21/4. By EXPIRATION DATE 06-24-2015 COLORADO DIVISION OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., Ste 821, DENVER, CO 80203 Main: (303) 868-3581 Fax: (303) 866-2223 QydDdinhisOnll>1gfQ2il;t(e.co.ue RESIDENTIAL IAL Note Aaouaefhbton tospplyfor linetoekarmoring Water Well Permit Application Review form Instructions prior to completing form. Hand completed forms must be completed In black or blue Ink or typed. 1. Applicant Information littEWED v2.7100 Foot GWS -44 (7/2012) AN 2 4 '13 s7ATEEENGINeERa cotoSTATE RESOUWATER RCES poetent7- w 0g r,oI n� 1 GLENW000 EER /Qs�C,�..r/r'y ,r�,�6�� Name(s) ' RONALD ROGERS & USA SPECHT LIVING TRUST 6. Use Of Well (check applicable boxes) Mang address 1875 CENTURY PARK EAST, SUITE 200 crn LOS ANGELES Sia. CA zip were 90067 Tt(ophefe (Wdvea soda) q78 -g7 2. Type Of Application (check applicable boxes) E -mal ❑ Consbuct new well ® Replace existing well ❑ Use existing well ❑ Change or inaease use ❑ Change source (aquifer) ❑ Reapplication (expired permit) ❑ Rooftop predp. collection ❑ Omer: See Instructions to determine use(s) for which you may qualify 0 A. Ordinaryshousehold d seushj d use In one single-family dwelling (no® B. Ordinary household use in 1 to 3 single-family dwellings: Number of dwellings: 3 ▪ Home garden/lawn Irrigation, not to exceed one acre: area Irrigated 1 r sq. ft. 0 acre ® Domestic animal waledng—(non-commercial) O C. Livestock watering (on farrNranchirange/pasture) 7. Well Data (proposed) 3. Refer To (if applicable) Wet/pear/14 159252 Wale Cart wee U&»mum purnwig Mx, 15 - gpR1 Afmuat amount to be ofhkeaM 3.5 acre-feet T W depth 200 feel ARu1 TRIBUTARY Designated Basin Daternirebon# Wel name as 8. Water Supplier 4. Location Of Proposed Well (Important! See Instructions) Conry GARFIELD NW 114 time SW 1u Is this parcel vrithin boundaries of a water service area?❑ YES® NO If yes, provide name of supplier. 9. Type Of Sewage System Secen 18 Toombs/ NccS 7 ICM Rnga EorW 91 R 0 Pmdpd MMdsn 6TH asteme Metal Imran s WJan ares (saki Ares an typita m t property nu) RULE 6.2.3 Ft sen❑NDS Flfrom❑E qW FooW. arentwel0 ody—Mimco and dnctcn from Motel to nett wag TBD feet Direction O Septic tank / absorption leach field ❑ Central system: District name: ❑ Vault: Location sewage 10 be hauled to: ❑ Other (explain) 10. Proposed Well Driller License #(optional): 1095 Well local/xi address (Include City, Slate, 2p) UCheck d Wel address is same es in limit 0811 COUNTY RD 313, NEW CASTLE, CO 81647 11. Sign or Enter Name of Applicant(s) or Authorized Agent Optional: OPS Wel locate° wamabcnin UTM formal GPS unit attars/. ore ea Wows Feared must be UTM Zoos 12 art Zone13 Udls rrutbe meters Datum must be NADes UM must be set lo true mitt Was OPS uM choked for abates ❑ YES Easang NodNng: Remember to set Datum to NAD83 The making of false statements herein constitutes perjury In the second degree, which Is punishable as a Bass 1 misdemeanor pursuant to C.R.S. 24-4-104 (13)(a). I have read the statements herein, know the contents - thereq(jnd state that they are true to my knowledge. 5. Parcel On Which Well Will Be Located (You must attach a current deed for the subject parcel) A. You must check and Complete one of the following: O Subdivision: Name Lot Block FIIIng/Unit ❑ County exemption (attach copy of county approval & survey) Namel# Lot A ❑ Parcel less than 35 acres, not in a subdivision attach a deed with metes & bounds description recorded prior to June 1, 1972, and current deed ❑ Mining claim (attach copy of deed or survey) Namel#: O Square 40 acre parcel as described in Item 4 ® Parcel of 35 or more acres (attach metes a bounds description or survey) Cl Other: (attach metes & bounds description or survey) err noels)of pens submtbg WN®Ran Dago (mmtNywy) aVV, Ifugramg pm� and OM at ry fe: 11.10 lesid i+a a.S fr5 r Office (rise OW/ /Aid 640 tra2'Y /62 se USO. nap num - DWR nopno Surface ace. B. a of acres in parcel 42.6 C. Are youtheov anof hs puce? J YES [I IN) D YM ass be the only woo onlhs palterI1YESgT NO (lino—bsl owarw,ss) E. state Parcel ice (aplomb 23-2399-192-00-003 AOUAMAP WE WR CWOS TOPO MYIAR 585 Receipt area only Trapcaelion8- 3a8071 5 Date: 8272013 3:19:57 PM Transaction Total: $80.00 CHECK#T824 $80.00 DIV S WD 74 9A_ MD _ a qg-o369/7.rpzr2RECEIVED 11H 24 '43 nn. � /44 ea & ✓4k WATER RFSnm rtg I - �"oy ����//// s'GLENvvolt,Rj .„,t*i_. a_A_AdAdvtiAsa 44a%, zi ---.46,44,4 n /I ._, .Gr+ _.6-m ,e_...„.6 Iiiiii Z- 13 /1- SAre All 7 BUha,E�8,0�flRC�e Q01o�"�ta (e/ .2,1 /�'3 rt..- ta...-b,_,, R-11 h) GQr firgrtS we 4LS0 AvThis nn zit Cly ACP -A..5rr3i0 IV SIC.(o --Th, cc.) ni iCmm /c rn.i fl72 t O d pLi7 gen --114. W 411 Jt#hw.b- Dice (wry,_ 612- 02 ri✓Jav S eva 273 5ep...a w L : P_l2/ rieSo i.rh LLSA Ftcbt-T, YWW• ,1Z,�1 r2G as. .2--t orrF Tad ST" feor Ra G roes o /Q2/2/ _3 : •• Account Location Parcel Num Situs Aures RD 000811 E DIVIDE CREEK RD City New Castle New Castle ZipCode 81647 81647 Tax Area 023 - 2I -ID -SF - 023 Legal Summary Section: 19 Township: 7 Range: 91 SBC 18 LOTS 2(47.92A) 3(47.61A) 4(47.27A) SESW SEC 19 LOT 1(48.56A)WII2NE, SENE, E1l2NW, NESW, NIf2SE Section: 13 Township: 7 Range: 92 PT OF NU2SE(75.71A) &NESW(6.6A) Trl nafare 2399-192-00-003 00811 313 COUNT Sale Price Tax Hiafory Tax Year Taxes _ _ *2013 *2,646.00 2012 $2,304.60 * Estimated 9S-036 9I/is-9z 5-2 �,9 Owner Name ROGERS, RONALD 7 & SPECHT, LISA LIVING TRUST Owner Address 1875 CENTURY PARK EAST, SUITE 200 LOS ANGELES, CA 90067-2504 Sale Date po/140A11 tctr3112n07 06!30!2006 06!30t2006 Images • mail • Photo • Sketch • 131S Ayetsmeut History Actual (2013) Primary Taxable Tax Area: 02 Type Actual Improvement *436,010 Land $70,080 Doc Type 305 qca Vit QC= ASCEItto Az tog Oftertk 0 *506,090 $59,600 3 Mill Le : 44.3960 Assesse Acres SQFT Units $39,27 0.000 0.000 3.000 *20,33 633.670 0.000 0.000 Book Page P. 1820 P: 808 P.1890P•8n5 nHS•26.75 • TYPE OR PRINT IN BLACK INK COPY OF ACCEPTED STATEMENT MAILED ON REQUEST. COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg„ 1313 Sherman St. Denver, Colorado 80203 STATE OF COLORADO COUNTY OF M) 2 01989 1M15TFt DNS Garfield SS. 0 . g -e re( ¥ 501 i-iL-KT AFFIDAVIT STATEMENT OF BENEFICIAL USE OF GROUND WATER AMENDMENT OF EXISTING RECORD re7J iiy 'xx LATE REGISTRATION �(0 L JJccs PERMIT NUMBER THE AFFIANT(S) Heather McPharlin Peterson Counly LOCATION OF WELL Garfield whose mailing 0223 Hwy. 133 address is NW n of the SW City Carbondale CO $1623 I,+A.zl Iziel M seonon 18 Twp. 7 S R 91 W 6th P M 114 oR 5) n9 being duly sworn upon oath, deposes and says that he (they) is (ore) the owner(s) of the well described hereon, the well is located os described above, at distances of 2300 feet from the S section line and 150 feet from the Ino,rn 00 50v1H1 W section line; water from this well wos first applied to o beneficial use for the purpose(s) described herein on the T 14051 00 wry, day of , 19_ i0 • the maximum sustained pumping rote of the well is , ,gallons per minute, the pumping rate claimed hereby is 15 gallons per minute; the total depth of the well is 20 feet; the average annual omovnt of woter to be diverted is 2 acre•feel; for which claim is hereby mode for domestic; livestock and gardening purpose(s); the legal description of the lend on which the water from this well is used is NW4SW1/4 Sec. 18, T7S, R91W of the 6th P.M. acres are irrigated and which is illustrated on the map on the reverse side of this form; comp lance with the permit approved therefor; this statement of beneficial use of ground water is (they) hos (hove) read the statementsmade hereon; knows the content thereof; and that the same (SAMPLETE REVERSE SIDE OF THIS FORM) Signature) s) /77 Subscribed and sworn to before me on this 18thdoy of January My Commission expires: October 28, 1992 0223 Hwy. 133,o da ap; "C °•tlette ACCEPTED FOR FILING BY THE STATE ENGINEER OF COLORADO PURSUANT TO THE FOLLOWING CONDITIONS: IssuANEE-DE-INTI_PEINII_WDEI-NDI_OREMA_DEOUDAMI.II6NI 0IN ACCORDANCE WITH CRS 37-92-602(5) FOR HISTORIC USE AS INDICATED 1ELOW AND DESCRIIED IN CRS 37-92-602(1)(6). 2) A WELL PRODUCING 15 GALLONS PER MINUTE AND USED FOR ORDINARY HOUSEHOLD DOMESTIC INSIDE TWO POULTLTRY, ANDYTHEEEIRRICATI6W OF NOT PROTECTION RRAN 433, TSWOA.OESNAREF FEET OF HOME GARDENS AND LAWNS. 177• rib 3 .f- �y of which that this well was completed in filed in complionce with low; he are true of his (their) knowledge, 95985A CouN Core No Poo, FOR OFFICE USE ONLY Div, Sec Mo _ D y _,__.. Y, Well Use Dir, Cly 23 r Mon D,s . MAR 0 9 1949 . �aA,at1, BY - -e Well drilled by hand dug r Lic. No. Permonent Pump installed by Lie. Nu. Meter Serial No. 0 Flow Meter Dote Installed Owner of land on which water is being used THE LOCATION OF THE WELL MUST BE SHOWN AND FOR LARGE CAPACITY IRRIGATION WELLS THE AREA ON WHICH THE WATER 1S USED MUST BE SHADED OR CROSSHATCHED ON THE DIAGRAM BELOW. This diagram represents nine (9) sections. Use the CENTER SQUARE (one section) to indicote the location of the well, if possible. NORTH I — + — I + — 1 -F — I + — I + — I + — - + — + — -F — NORTH SECTION + — LINE + -- H___- + — { WEST SECT z + — J z0 + 13 I - -1- - 1 ION LINE - -1 li )L r I H + w 1 - + - I — + r — + - SOUT%1 SECTION — + LIFE — + I — -j- 1 — + — I I THE 1 SCALE OF THE I DIAGRAM IS -4--11 M TWO INCHES i •i a E UALS ONE -MIL E (--- WATER EQUIVALENTS TABLE (Rokr.w4 91464 tj4.3i A N.t1N1':i Num m PIO if•• 1), •MHNr An acre•foot covers 1 acre of land 1 'Div wow Qttl31ONl ZA len 3I30TZIH S't1 L??I104•S•' Y ?; r1-1- (1.1 1 cubic foot per second (cfs) ... 449 gallons per minute (gpm). :71I tXun-r".• 1 acre•foot ... 43,560 cubic feet .. • 325u &Pj9..P 011AN1080 A01 03LIi BNA �iU;FN s.: lit'. -Aft tf:; 1,000 gpm pumped continuously for Sn4140341:Ifo'l Uc$ 43..421.1 yiet.. ',nil I11ViC 100 gpm pumped continuously for ontlf10%)S'iedden4150‘i41tele'th'rt101331 IHl '1Nq . i.Si 1004 OM 4 O .r . •!e • 4111.. :11 OW s.-.,r,t;• (WHITE AND PINK COPY TO BE FILED WITH THE STATE ENGINEER PINK COPY WILL BE RETURNED TO-WN.M GWS 13 COLARADO DIVISION OF WATER RESOURCES FIELD INSPECTION REPORT RECEIVED MAh 0 8 1989 WATER ENGIN n. APPLICANT: Heather McPharlin Peterson PURPOSE OF INSPECTION; c/o Ray Fender Late Registration:KKK Replacement Address: 0223 State Highway 133 Abandoned Old WeU. Complaint Other City: Carhnrrialo. C'n R1623 Nature of Complaint Phone No. Home Office c/o 963-1700 Person contacted, if not applicant: Ray Fender/Gary Michael D ATICN OF WEU: County Garfield , NW 1/4 SW 1/4 Type of Disposal System Septic/Leachfieldnge 91 W , Township 7 S Sec. a_ 2300 fee frau (NO and 150 Total number of acres in tract on feet frau (EILO Section line. well is located 40 of 630 Lot Blk Filing Subdivision: Are there any other wells No 7 If yes, how many Used for: PLEASE VERIFY THE HISTORIC USE AND THE CURRENT OR PROPOSED USE FOR LATE REGIS- TRATIONS (SEE BELOW) A. 'rite use of the well described herein, prior to May 8, 1972, was: (X)C ORDINARY HOUSEHOLD PURPOSES IN 2 SINGLE-FAMILY I7WELLING(S). (H)C WATERING OF POULTRY AND/0R DCt STIC ANIMALS. () WATERING OF LIVESTOCtR ON FARMS AND RANCHES. HOW MANY HEAD FEED IAT YES NO (XX IRRIGATION OF NO MORE THAN ONE ACRE OFinc GARDENS AND LAWNS 43,500 SWARE-F•rxr. (XX FIRE PROTECTION. * ( ) FOR COMMERCIAL WELL, SEE BACK OF THIS FORM. ( ) OThER () TYPE OF WELL (DRILLED, HAND DUG, SPRING WELL) If spring well, give details on how and when developed 8. The current or proposed use of the well (If different than stated above): Satre as above (over) COMMENTS: (please add any additional information that might_assist in the evaluation of this (these) application(s). The entire Peterson Ranch was stated to be 630 acres, It should be noted that Permit No. 153323 was issued January 25, 1989•for 40 acres, with the well location being Range 91 West, TOwnShip 7 South, Section 19, NWS of the NWh. *CatrtECI.AL WELL: 1. Type of Business 2. Size of building(s) square feet. 3. Number of employees 4. Number of days per week business is open 5. Does the general public have access to the facilities? I•f so,., estimate average number to daily use the facilities _,®®� . 6. Ramping rate in gallons per minute 7. Is there any other source of water used in conjunction with the well(s)? yes • no . If yes, explain: - — Signed ttgeee,„/Date Dwight M. Whi Wells Commissioner, Division 5 (use this space as needed for additional comments) eX/I/C/ ( 79 77 4c JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 201 CENTENNIAL SURE 3O6D P.O. BOX 1458 r,f FNWOOD SPRINGS, COLORADO 81602-1458 PHONE (303) 945-2550 FAX: (303) 945-1410 January 2, 1991 pp!I Denise Paprocki/ Colorado Division of Water Resources 1313 Sherman Street Denver, CO 80203 Dear Denise: RE: Rogers Main House Well Receipt #316505 RECEIVED JAN 07'91 WATER RESOURCES STATE ENGINEER COLO. At your request attached is a revised map showing Lot 3 and a written description of the property associated with the Rogers Main House Well. LOT #3 A Parcel of land situated in the NW 1/4, SW 1/4, (also known as Lot 3), Section 18, T. 7 S., R. 91 W. of the 6th P.M., more particularly described as follows: Commencing at the Southwest corner of said section 18, T. 7 S., R. 91W. of the 6th P.M.; thence North 1320 + feet along the section line between Sections 13 and 18 to the Southwest corner of the NW 1/44 SW 1/4 (Lot 3) of Section 18 being the True Point of Heginning:1/ \%thence East 1500 + feet along the South line of said NW 1/4, SW 1/4 (/Lot 3) of Section 18; vthence North 1320 + feet along the East line of said NW 1/4,. SW 1/4 (/Lot 3) of Section 18; ✓thence West 1000 + feet along the North line of said NW 1/4, SW 1/4, (Lot 3) of Section 18; thence leaving said North line Southwesterly 707 + feet to the West line of said NW 1/4, SW 1/4, (Lot 3) Section 18; thence South 820 + feet along the West line of said NW 1/4, SW 1/4, Lot 3)' Section 18 to the True Point of Beginning, said parcel contains 42.6 acres more or less. Note: Said NW 1/4, SW 1/4 of Section 18 is also the same as fractional Lot #3, as described in U.S. Public Land Surveys. If you have any questions, please call. Very Truly Yours, JEROME GAMBA & ASSOCIATES, INC. Thomas A. Zanoanella, P. E. TAZ/pf cc: Ronald Rogers JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS Sec. 13: 113Slii., m,d that circ of the NElSWL containing 6.657 acres, more or lr.r., d,v,cril-•I nn follows: Beginning at a point on the Knot lim• of oa;d NE1SWi Sec. 13 whence the northeast corner of raid ;u:1:wt beat. N. 0°07'46" E. 607.66 feet; thence along existing fence 76'14'47" W. 451.65 feet; thence along exietinl: fence S. 1'57'17" E. 627.02 feet to the South line of said TIEISWL; thence N. 09'13'41" E. 415.70 feet to the nouth•:nst corner of oaid NE1SWi; thence N. 0'07'46" E. 728.44 feet to the point of beginning. • T. 7 S., 91 W., 6th P.M. m 1 Sec. 18: Lots 2, 3 and 4, SE*S4j ) Sec. 19: Lot 1, W}NEk, sEFNE*,' v'i, Nisei, NEiswi Sec. 24: SWtSwi Sec. 25: W}NW} Sec. 26: E}NE+ TOGETHER WITII a right-of-way and easement for road purposes over and across the SE*NE1 Sec. 13, T.. 7 S., R. 92 W., 6th P.H., as said road is now constructed and in place, and all right, title and interest in and to all water and water rights, ditch and ditch rights therein and•thereon, used in connection therwith, or appurtenant thereto, including, but without limitation, the„following: a)fl7'l'h& King' -Aitch No. 73C from Eaat Divide Creek ewh 1riority tyrNo. 118E in Water District No. 45, priority date of September15, 0 cubic feet of water per minute (cfin); and Priority No. 166? for 43 eft priority date of April 3, 1912, under and by virtue of the first eularl•e- meat thereof;. - • fta The'King-Heatherly pitch Ho. 74CCCC from East Divide Creek with Priority No. 119C in Water District No. 45, Priority Date of April 20, 4a✓ 1900, for 318 cfm awarded said ditch, under and by virtue of the original construction thereof; and 226 cfm awarded said ditch, with Priority No. 166E, priority date of April 13,subject ject to the reservations and exceptions described in decd at Book 451 at Page 270; c) All right, title and interest in and to thc'Juoe;Creek Ditch No. 108 with Priority No. 163 for 2.4 cfm, priority date of Hay 5, 1911, and Priority No. 166C for 24 cfm, priority date April 3, 1912; EXCEPTING, however, the surface title (but not the mineral title) to that part of the NISEI of Sec. 13, containing 4.29 acres, more or less, and that part of Lot 2, Sec. 18, containing 0.03 acres, more or leas, conveyed by deed recorded in Book 450 at Page 305. RECEIVED JM 07'91 WATER L::OURCES STATE ENGINEER COLO. i ,; ,A r, 17I Thi n. STA al=h WEER I COLO li' \�\,,.t . 'd \:J .4';_,,--/-"\j. \ R 94 vi JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS d! LAND SURVEYORS Attachment 5 \ N SOR \ 100011' \� ` S-CIAG\ CONTOUR MEETS EXISTING BEYOND EXTENTS OF SURVEY, TYP. PROPOSED CABIN DRIVEWAY \\ COLORADO SPRUCE, TYP. \\ -\ QUAKING ASPEN, TYP. • • • • • \ • • • EXISTING FENCE TO REMAIN EXISTING ROCK PILE TO REMAIN - #1 PERENNIAL LANDSCAPE ENHANCEMENTS (SEE PHOTOS THIS SHEET) • • • • • \l •• II /1 I ! 1. #3 - EVERGREEN SCREEN (FIELD LOCATE TO BEST SCREEN VEHICLE , /\� HEADLIGHTS FROM EXISTING RESIDENCE) 1 \ 1 MEADOW GRASSES,-TYP. (RE -VEGETATE DISTURBED AREAS WITH A 1 NON -IRRIGATED SEED MIX)/ PROVIDE POSITIVE DRAINAGE AWAY FROM. ARCHITECTURE, TYP. / rl LIMESTONE ENTRY LANDING RESIDENT/GUEST PARKING - #2 ' \ 'THE CABIN' f��>r �7r�� 1 ` (PROPOSED ACCESSORY ��\ : DWELLING UNIT) \� \ 11 1 ,-- PROPOSED LANDSCAPE BED AND DRAINAGE AREA - #6 SHALLOW SWALE � '�• 4 ? 1 Q J\ 1 QUAKING ASPEN \ ! - DWARF MUCO PINE !1 e �� � . ! . .7< N4. , f e� .' LANDSCAPE BOULDERS • PERENNIALSI I \1 \\ \ 1r eg J T / 1 I \l ! 1 \ #4 -LIMESTONE PAVING 1 A 1 I I l \ #5- 5' DIA. FIRE PIT \ 1 1 - \ 1 \ \\ `\ \ \ `1 \ •1 • • • • \\ \\ 1\ \\ \♦ \\\ • l\ \ • • \ \ \\ \ \ \\_• 1 \ X \ \\ \\ \\© EIAV CLAUSON ASSOGAIES, MC 2017, CONCEPTUAL PLANT SCHEDULE PAM 0 IA ISP1 Ihrd Mte•a tatla,-(aWe lass ICr'<e f - W • /Bal Prs•sd 0 to fa U-] Neap.*. Nay.00te 1,00/0le.-.0 0• - 0H FAB p0•4•0 • tA M1f I0*AwVawb401 a.."4A,. LW 3t •f• Jrfa W.1 0 U (Osie le..Hew a'Arteree 4Rttr. fc..eed ale 31' n - • 1A 7VPf Pa4 aye UM. L Ora S2.fe ha, 11.11- lite M - • 1A aC71 0210lhktseseCedr,- UM f.' 1410.04 iv= 1►W a5 - Y,wt Nang h • tA 1041 Ad.Na.YtewWt. bAC Tn-v - al teOL 0 IA 10A tdaeA,rrr• Cc:. T.1,214 MPC. o FA 4043 R7:.Kae]asd0.0. 0s-fe C1 82,.0, • n 14.0. 0 iA 1.4.01 ].1.041.91.ls'e•n 'rat. w*ror•4 o tA 1010 /484Aa 4010 hart Ws:, se+•- 14 WPC. Pahrihq 0 0 FA 101.14 iakn ea..eraos Ysladme Cssd0s4$2L4 n WOC- Crlff0 0 1-A MS 4teletr .44.0NWw Fbe Os OM I.11e 44-14 E1 14•0C_ 0 11 LULA U.V. - •- IA&MAN rn1/1 Lfwp+ beh COLORADO SPRUCE DWARF \ICGO PINK GLOBI:TI IISIT.R CARADONNA S.\I.VIA ORANGE CONEFLOWER BLUR GRAMA GRASS PRAIRIE PENSTIEMON LUPINE l'A R Rf 1\\' GRAVEL DRIVEWAY LIMESTONE PAVING & EIRE PIT ROCKPILH PLANTINGS te - = - C/2 w W 1— Ca Ca o GO 2 = GA5 J Y cn • CHAPMAN - SPRING CREEK RANCH ADDRESS: XXxxxXxxXXxXX xxXXXX <X)000 x PARCEL i xxxxxxxxXXxx DATE: 07-05-17 ISSUE: FOR PLANNING PURPOSES ONLY - NOT FOR CONSTRUCTION DRAWN 1st EK CNEOCE0 BY: PR HISTORY: SHEET TITLE: CONCEPTUAL LANDSCAPE & GRADING PLAN L-100 \ \ \\\roi�JJJi 4t\(lJ.� 1 �,` J 1 /1 1 \11 `• \1\ ,• \ \`\ \\ `�'" \ \ \ `` \ F ,� \iy \ \ •\\ \ 1 \ \\ NOTES: \• \ •�\ \\ •V \\ U_ .-A• - � \ \ 11 11 \ \ \ \ 1. PLAN IS CONCEPTUAL IN NATURE AND SUBJECT TO CHANGE. \ \ ♦ il ' \ • \ 1 \ \ 2- DIMENSIONS ARE ROUNDED TO THE NEAREST INCH. \V.\\ \\ \♦ \\ \ • \ \\• \ •, \ \ • \\ 3. FINAL STAKING SHALL BE APPROVED BY OWNER OR OWNER'S REP PRIOR TO CONSTRUCTION. \ \\ \ \\ -\-'-- \\ ; 1. \\ \\ \\ \\ 1\ \\ \ 4. FIELD ADJUST FINAL LAYOUT BASED ON EXISTING CONDITIONS OF ROCK PILE - DESIGN SHOULD \ \ `, / \ �� s \ 1 1 ♦• 1 1 ' \ \ FUSE WITH ROCK PILE WITHOUT SIGNIFICANT DISTURBANCE \ip\ ` \ 1 / �S \ \ '` 1 \ 1 I 1 • `\ \ \1 •//�;\ \\\ 111 %�I` \\ \\\` 11 \ \ 1 1 I i \• \\ `\ \ `• 1 \ `\ \ •,`\--- 111 • I I I I \ •\ \\ \\ • \ / \\ \ •\\ - 11 I I I 1 `\ 1\• \\ •1( `• `\ 1 1 1 I •\ I I J \ \ \\ \• `\\ ` / `\ 1\ \1 \`\\ \\\ 1\ 11 1 � \ I \1\ + \\\ 14'-0MINIMUM DRIVEWAY WIDTH, TYP. \ Ji \ •\ \ \ 1 1 \ \ \ 1 \ \ \ \ `\ _ \�? •J\\ I i \1 \, \\ moi\ \ MINIMIZE DISTURBANCE TO EXISTING \ \\ \\ \% \ \ 1 1 \ 1 • I \ ` \ ROCK PILE TO REMAIN T \ \ \ \ S` ; rnJ \I \ tj 1 1 \\ \• j)1 \ EXISTING ROCK \ \ `\ /` I 1 \ \\PILETOREMAIN A- `\\ •• • \• • . • \\ \ \• \ • \• • • • • i\\ 1\ \ \\,aS\ /1 \\ \ L ~\\ 1 11 •* \ \\ \ • • • • • • • • • • • \ ill \ • • 1 F \ �4 \\ \\ \\ \1 1 )! / \ PROPOSED RESIDENT/GUEST PARKING • \ \ \ \ 1 / / \ \• \ \\ i/ !) I \\\ `\\ 1\ /1 / 11 I/ \\ \\\ \\ • • • • / • I \ ` ! I•\•• \ mom/</ • 1 \ • • \• • \ • \ 1 o \I •\ 1 ! I • \ rii U7 \ �I , \ \ 1 \\ \ \ I \ _ •THE CABIN' •\ • / / \ 1 \ 1 ! (PROPOSED ACCESSORY \ 11 \ \ `\ \ `\ \ \ 1 I � DWELLING UNIT) ` I 1 1 \ \ \ \ �-t \\ x`11 1 Il 1 l ll1 \ 1 \\ 1 • PROPOSED FIRE PIT PATIO AND Il 1 ' II \ \ 1 \ \ OUTDOOR LIVING AREA \/ \ ` / ? 18-7" \ \ \\\ / \ FIELD ADJUST FINAL LAYOUT BASED / \ 1 / ,k) I / ! \ ON EXISTING CONDITIONS OF ROCK 1 \ 1 / / I 3 / \ / / PILE -DESIGN SHOULD MINGLE AMONG \ / J / I \ 1 81-4" 5 / X * ROCK PILE WITHOUT SIGNIFICANT \ I 1 1 li �_� " / \, / I DISTURBANCE \\ \ \ \� "� -��_I I�al / 1 MINIMIZEDISTURBANCETOEXISTING \ I 1 ROCK PILE TO REMAIN \/ 1 / / / 1 •\ `\ \ 1 \ • \ K / / rl I I + \ \ • / ! / / 1 i `\\ \\\ •l • 1 \ \ 1 \ \ 1 \ \ • • • • • \ •\ TO REMAIN \ \ •\ \ • Litlx - PROPOSED EVERGREEN TREE, TYP. PROPOSED DECIDUOUS TREE, TYP. • 1 J - 1 I \ 1 / / 1 1 \ 1 1 1 1 \`\ 1 II II r •1 1 ! 1 1 1 `, I 1 \ 1I 1 � 11 \ 1 1 1 1 / 1 1 1 / 1 ( \ 1 • I I \\ 1 I I 1\ 1 I \ 1 \ \ \ \ 1 \ \ \\ \I 1 \ 1 • \ \ \ 1 1 \ \ 1 • \ \ v \ • \• \ • EXISTING GARAGE \ \ \•• \ \ • \ \ • • \• \• \ \ I 1 \ ��� \\ \ `\ 1 \ \ 1 1 ! \ , `\ 1 \ \ 1 • • 1a. • \ \ 1 1 (I` \\ \1 `\ \ \1 \ an• 1 f i j •\ \�� 5 \ •\ \ \ 1 1 1\ 3u� 11 \\ \\ r \1 \ ,4\ \ 1` \\ \\ \\ \ ,__ \ \\ ~\_ 1 `• \• \•` 1• • 1 \ \\\ �\ •• • \ / / / 1 `\ \ / / 1 `\ \` \`\ \�\ •\ 11 // / // / .1 -"••••... `\ 1/ // ''�, / / i / I \ \ 1 / / !Nl / \1 / / / ii ••1 1 \ \ \ \ \ \ \ 1 \ \ \\ • \ \ \ \\•\ 1 1 • 11 • • \\ • \\ \ • \ 1 t\ \ \ \ \ \` \\ \ • \ `\ \ • \ \ \ \ \ •1 \ •• •\ \ \• ` .\ \\ \\ • i • • • \`\ 1 1 1 i I • • • • • • • • \ •\ • \\ v s m SCAM 1^=1vv • STAN CLAUSON ASSOCIATES, NC 2017 • • CHAPMAN - SPRING CREEK RANCH ADDRESS: TBD SILT, CO 81652 PARCEL* 2399-192-00-003 DATE: 07-05-17 ISSUE: FOR PLANNING PURPOSES ONLY - NOT FOR CONSTRUCTION DROWN BY: BX. CHECKED BY: 70 HISTORY: DATE ISSUE SHEET TITLE: SITE PLAN L-100 • \ '\ •sr' • •• • • \ •• • • • 1 \ \ ••• \ .\ ••1 1 1 • \\ \\ \ \• •1 1 1 \ `\ \ / 1 ` i�( 1 \ ' \ / � `\ \`\ \\ // I i `\ `\• 11 \\\ \\\ \ \ \ \ 1 \ ` \ \ ` I \ \ \\ I \\ \ ` 1 \ \ \ \ \ \ \ \ \ N. \ \ 1 \ \\ \ \\ \\ \ •• `\ \\ \\ `\ `\ 1 \. \\ \` \ Imo-- \ \ \ \ \ \ •` t \ \\ • \ � \\\ `\\\ PROPOSED RELOCATED OVERHEAD UTILITY • I \ `\ `\ EXISTINGROCKPILETOREMAIN I i \\ \\ \ 1 i- EXISTING ROCK PILE TO REMAIN 'THE CABIN' (PROPOSED ACCESSORY DWELLING UNIT) EXISTING EVERGREEN TREE TO REMAIN, TYP. EXISTING DECIDUOUS TREE TO REMAIN, TYP. P " �•i 1 1 'cbI ? I 1 / [ \ - 1 1 ♦• tee)' / \ N. \\\ \\` \\ \1 • 1 ` 1• ``• \ • ``\` /`\1 •V \ \ I \`\ •\\ •\` •-\ t J 11 \\ 1 1 J j •~ \` • \\ � 1 / i----` / / 1 _--~- --, �./," / . 1 / • / 1 / 1 1� __-- __, / -,� 'i' `� / l 11 II 1 1 / 1� � �' /,11 11 fl 1 1 / 1 , 1 / /' / 7 1 f 1 1 I I 1 1 / 1 1 � 1 / t t 11 1 1 1 1 j I i I \ 1 I I 1 I 1 1 1 \ \ / / I I 1 1 1 1 I \\\\ \ 1 x I I 1 I 1 I I 1\ 'mo i �I 1 I • l \ y I $ I I I \ V I I I I I I ff* 1 1 1 I `\ 1 1 1 � I I it I \ I I I 1 1 1 x�'J \I 1 1 I 1 1 111 I �� I 1 I I 1 1 1 I 1 I \ 1. I I 1 1 I I \ h 1 1 \ 1 11 1 \ \ 1 1 \ \ ` `\ \ \ \`� \\ \\ \ \ l `\ 11 \ `♦ \\ \•\ \ \ \ • \ + \ �\• • ▪ •N. \ • ♦ \ \ \\ \--%-\ I 1 ♦/ I I} \\ / 1 I 1 1 I \ \\ I/ 1I 1 I \ \ `1 \ \ \ I \ 1 1 •\ • • \ 1 \ 1 1 \I \ I 1 \ r f \ 11 \ I I • 1 \ 1 \ \ •• A e n 3 o E c z� CHAPMAN - SPRING CREEK RANCH ADDRESS: TBD 511.T, CO 81652 PARCEL # 2399-192-00-003 DATE: 07-05-17 ISSUE: FOR PLANNING PURPOSES ONLY - NOT FOR CONSTRUCTION ORAWM1 BY: BC OIEOOO BY: PR HISTORY: SHEET TITLE: OVERALL SITE PLAN NORTH 0' , 00' 20' SCALE, =20'.0' © STAN CLAUSON ASSOCIATES, INC 2017 887152 12/29/2016 11:53:17 AM Page 1 of 6 Jean Alberico, Garfield County, Colorado Rec Fee: $36.00 Doc Fee: $240.00 eRecorded Special Warranty Deed (Pursuant to 3830-115 C.R.S.) Attachment 6 State Documentary Fee Date: December 23, 2016 $44939 2-410,00e THIS DEED, made on December 21, 2016 by LISA SPECHT, IN HER CAPACITY AS TRUSTEE OF THE RON ROGERS AND LISA SPECIIT LIVING TRUST, DATED AUGUST 11, 1989, AS AMENDED FROM TIME TO T1MF. Grantor(s), of the County of LOS ANGELES and State of CALIFORNIA for the consideration of (510.00) e" Ten and 00/1001 n dollars and other good and Valuable Consideration in hand paid, hereby sells and conveys to ROBERT H. CHAPMAN Grantee(s), whose street address is 1301 STONEHAVEN ROAD COLUMBIA, MO 85203, County of BOONE, and State of MISSOURI, the following real property in the County of Garfield, and State of Colorado, to wit SEE ATTACHED "EXHIBIT A" also known by sheet and number as: 811313 COUNTY ROAD NEW CASTLE CO 81647 with all its appurtenances and warrants the title against all persons claiming under the Gmntor(s) except GENERAL TAXES AND ASSESSMENTS FOR IID: YEAR 2016 AND SUBSEQUENT YEARS AND SUBJECT 10 THOSE ITEMS AS SET FORTH ON EXUWIT "B" ATTACHED SERE ICI AND INCORPORATED HEREIN. LISA SPECHT INNER CAPACITY AS TRUSTEE OP THE RON ROGERS AND LIMA smear LWINGTRUST, DATED AUGUST 11, 1569, AS AMENDED FROM TIME TO TIME LISASPEtIil', TRUSTEE ' LAURIE CRUZ -POTTER NOTARY PUf3UC STAT OF COLORADO NOTARY ID 20034036483 My Camnsaeton Expires November 4, 2117 State of COLORADO ) ss. County of RFFIIY Gor_r-CickcL - ) . ggyy The foregoing instrument was acknowledged before me on this day of December 21, 2016 by LISA SPECHT 'NEER CAPACITY AS TRUSTEE OF THE RON ROGERS AND LISA SPECHT LIVING TRUST, DATED AUGUST 11,1989, AS AMENDED FROM TIME TO TIME Witness my hand and official seal lt�Li�—�4YiJ�7 My commission expires Notary Mk U When Recorded Rerun to: ROBERT H. CHAPMAN C/O HAL DIBBLER 315 HYMAN AVE #305 ASPEN, CO 81611 Fonn 13273 10"2010 swd.open.rev.odt Special Wananty Deed Open (Photographic) GC63011227 {271154581 re 887152 12/29/2016 11:53:17 AM Page 2 of 6 Jean Alberico, Garfield County, Colorado Rec Fee: $36.00 Doc Fee: $240.00 eRecorded EXHIBIT A PARCEL 4: (PER DEED) TOWNSHIP 7 SOIPIII, RANGE 92 WEST OF um 61H P.M. SECTION 13: N'SE'A, AND THAT PART 01? THE NEB4SW3f, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID NE%4SW44 SEC, 13 WHENCE THE NORTHEAST CORNER OF SAID NE SWi4 BEARS N.0'0746" E. 607.66 FEIN; THENCE ALONG EXISTING FENCE 8.76°14'47"W. 45185 FEET; THENCE ALONG EXISTING PENCE 5.01°57717"E. 627.02 FEET TO THE SOUTH LINE OF SAID NEU43WB4; THENCE N.89°13'41" E. 415.70 FEET TO TRE SOUTHEAST CORNER OF SAID NEIASWIT; TUENCE N.00907146"E. 728.44 FEET TO THE POINT OF BEGINNING. TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH P.M. SECTION 10: LOTS 2 3 AND 4, SE4SW'A SECTION 19: LOT 1, WY.NE'A, SE44NE44, Eh4NW%4, NBSE14, NE34SWU EXCEPTING FROM THE ABOVE DESCRIBED PROPERTY THE TWO PARCELS OF LAND CONVEYED TO WAYNE HALL AND AMORETTE HALL BY LOREN W. ARTHUR AND MARY E. ARTHUR BY DEED RECORDED OCTOBER 3,1973 IN BOOK 450 AT PAGE 305 AS RECEPTION NO. 260224, DESCRIBED AS FOLLOWS: PARCEL 1; A PARCEL OF LAND SITUATED IN THE NV/SEH AND IN THE NE%SW34 OF SEC. 13, T. 7 S, R 92 W., 6TH P.M, LYING SOUTHERLY OF THE EAST WEST CENTERLINE OF SAID SEC. 13, t, 7 9, R. 92 W., 8TH PM, LYING SOUTHERLY OF THE EAST WEST CENTERLINE OF SAID SEC. 13, AND NORTHERLY OF A FENCE AS CONSTRUCTED AND IN PLACE. BEGINNING AT THE RE-ESTABLISHED QUARTER CORNER ON THE EASTERLY LINE OF SAID SEC. 13 WHENCE A ROCK CORNER FOUND IN PLACE AND PROPERLY MARKED FOR THE SOIRHWEST CORNER OF SEC. 18 INT. 7 8, R. 91 W., SPH P.M„ BEARS: S. 00°03'35" E. 2740.30 FEET; THENCE S. 00°03'35" E. 2812 FEET ALONG THE EASTERLY LINE OF SAID SEC, 13, TO A POINT IN SAID FENCE; THENCE 8. 86°54'29" W. 2595.53 FRET ALONG SAID FENCE; THENCE S. 85°4425" W. 75138 FEET ALONG SAID FENCE; THENCE S. 88°27'43" W. 27233 FEET ALONG SAID FENCE; THENCE S. 88°23'18" W. 308.99 FEET ALONG SAID FENCE TO A POINT ON THE EASTERLY RIGHT -01/- WAYEENCE OF A COUNTY ROAD AS CONSTRUCTED AND IN PLACE (WEST DIVIDE CREEK ROAD); THENCE N. 00°00"13" Q 154.04 FEET ALONG SAID RIGHT-OF-WAY FENCE, TO A POINT ON 1103 EAST WEST CENTERLINE OF SAID SEC. 13; THENCE N. 88°44'41" E. 3923.24 FEET ALONG SAID CENTERLINE TO A QUARTER CORNER ON THE EASTERLY LINE OF SAID SEC. 13, THE POINT OF BEGINNING. PARCEL 2: ALSO A PARCEL OF LAND SITUATED INLOT 2 OF SEC. 18, T. 7 S, R. 91 W., 0TH P.M, LYING NORTHERLY AND WESTERLY OF A FENCE AS CONSTRUCTED AND IN PLACE AND EASTERLY OF THE WESTERLY LINE OF SAID SEC, 18, SAID PARCEL OF LAND IS DESCRIBED AS POLLOWS: BEGINNING AT THE RE-ESTABLISHED QUARTER CORNER POR THE EAST QUARTER CORNER OF SEC. 13, T. 7 9,11. 92 W, 6111P.M. SAID CORNER BEING ON TEM WESTERLY LINE OF SAID SEC. 10, WHENCE A ROCK CORNER FOUND IN PLACE AND PROPERLY MARKED FOR THE SOUTHWEST CORNER OF SAID SEC. 19 BEARS: S. 00°03'35" S, 2740.30 FEET; THENCE S. 00°03'35" H. 28.12 FEET ALONG THE WESTERLY LENS OF SAID SEC. 18 TO A POINT ON SAID FENCE; THENCE N. 88°54'23" E. 31.26 FEET ALONG SAID FENCE; THENCE N. 18°00'00" W.10134 FEET ALONG SAID FENCE TO A POINT ON THE WESTERLY LINE OF SAID SEC. 18; THENCE S. 00°03'35" IL 69.95 FEET ALONG THE WESTERLY LINE OF SAID SEC. 113 TO THE EAST QUARTER CORNER OF SAID SEC. 13, THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO TOGETHER WITH A RIGHT-OF-WAY AND EASEMENT FOR ROAD PURPOSES OVER AND ACROSS THE SEWNE44, SECTION 13, T75, R92W, 6TH PM, AS SAID ROAD IS NOW CONSTRUCTED AND IN PLACE. ALSO EXCEPTING THEREFROM PARCEL OF LAND SITUATED IN LOT 2 OF SAID SECTION 1S, TOWNSHIP 7 SOUTH, RANGE 91 WEST 01? THE 6111PRINCIPAL MERIDIAN. SAID PARCEL 01' LAND KNOWN AS THE "RANCH MANAGER PARCEL" AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: Pon 13426 072006 exhthite.odt GC63011227 {26920814} 88715212/29/2016 11:53:17 AM Page 3 of 6 Jean Alberico, Garfield County, Colorado Rec Fee: $36.00 Doc Fee: $240.00 eRecorded A PARCEL OF LAND BEING A PORTION OF LOT 2 OF SECTION 18, TOWNSHIP 7 8OUTH, RANGE 91WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO. ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO BEARING OP S00038' 01"E BETWEEN THE C-Wll16 CORNER OF SECTION 18 AND THE SW1/16 CORNER OF SAID SECTION 1S, BOTH OF TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6TH PRINCIPAL MERIDIAN, BOTH BEING U.S. DEPT, OF THE INTERIOR-BLM ALUM, MONUMENTS FOUND IN PLACE. RAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE C -11/U16 CORNER OP SAID SECTION 18, TOWNSIIIP 7 SOUTH, RANGE 91 WEST OF THE 6T11 PRINCIPAL MERIDIAN, BEING A US. DEPT. OF INTERIOR BLM ALUM. CAP FOUND IN PLACE; THE TRUE POINT OF BEGINNING; THENCE N.89°53'40"W. A DISTANCE OF 76.23 FEET; THENCE ALONG THE ARC 017 A CURVE TO THE LEFT 170.48 FEET WITH A RADIUS OF 1135.00 FEET AND CHORD BEARING N.14°00'38"E., A DISTANCE OF 170.32 FEET; THENCE 1209°4128"E. A DISTANCE OF 1850 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT 159.54 FEET WITH A RADIUS OF 100.00 FEET AND CHORD BEARING N.35°59'44"W. A DISTANCE OF 14315 FEE THENCE N.81°41'55"W. A DISTANCE OF 177.77 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT 137.76 }EEL WITH A RADIUS OP 256.55 FEET AND CHORD BEARING S.82°55'08"W. A DISTANCE OF 13611 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT 278.92 FEET WITH A RADIUS OF 72011 FEET AND CHORD BEARING 5.78°33'11"W. A DISTANCE OF 275.22 FEET; THENCE 5.69°34'12"W. A DISTANCE OF 59.59 PEEL; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT 293.08 FEET WITH A RADIUS OF 830.00 FEET AND CHORD BEARING N.80°18'51"W. ADISTANCE 01 29156 FEE THENCE N,70°11'54"W A DISTANCE OF 373.07 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT 194.24 FEET WITH A RADIUS OF 730.00 FEET AND CHORD BEARING N.62°34'31"W 193.67 FEET 10 A POINT ON THE WESTERLY LINE OF SAID LOT 2 AND ALSO BEING THE WESTERLY LINE OF SAID SECTION 18 AND BEING COMMON TO SECTION 13, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6111 PRINCIPAL MERIDIAN; THENCE ALONG SAID WESTERLY LINE OF LOT 2 AND COMMON SECTION LINE N.00°03'51"W. A DISTANCE 01/ 80248 FEET TO THE N 1/18 CORNER 017 SAID SECTION 18, WHENCE A WITNESS CORNER FOR 11115 CORNER BEARS 5.60°03'51"R A DISTANCE OF 20.00 FEET; THENCE LEAVING SAID WESTERLY LINE OF LOT 2 AND COMMON SECTION LINE TO SECTIONS 18 AND 13 AND ALONG THE NORTH LINE OF SAID LOT 2 OF SAID SECTION 18 5.89454'32'.'E. A DISTANCE OF 1553.14 FEET TO THE NWl/18 CORNER OF SAID SECTION 18, BEING AUS. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE ALONG THE EASTERLY LINE OF SAID LOT 2 3.00°37'33"E. A DISTANCE OF 1317.99 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 4: (PER SURVEY) A PARCEL OF LAND SITUATED IN A PORTION OF LOT 2, LOT 3, LOT 4 AND THE 9ES4SW34 OF SECTION 18, LOT 1, NEWNWS4, WS4NBS4, SENNE11, NS4SES4, NES43W34 AND THE 8ESWNW44 OF SECTION 19, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6711 PRINCIPAL MERIDIAN AND IN THE NE/SEE AND APORTION OF THE NEESW'4 017 SECTION 13, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE 6th PRINCIPAL MERIDIAN ALL IN GARFIELD COUNTY, COLORADO. ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO BEARING OF 800°38'01"E BETWEEN THE C.W1/16 CORNER OF SAID SECTION 18 AND THE SW1/16 CORNER OF SAID SECTION 18, BOTH BEING U.S. DEPT OF THE INTERIOR-BLM.ALUM. CAPS FOUND INPLACE. SAID PARCEL OP LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING NT THE C•W11/16 CORNER OF SAID SECTION 18, TOWNSHIP 7 SOUTH, RANGE 91 WEST OF THE 6th PRINCIPAL MERIDIAN, BEING A U.S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE, TRUE POINT OF BEGINNING; THENCE 5.00°38'61"R. A DISTANCE OF 1,313.33 FEET TO THE SWUM CORNER OF SAID SECTION 18, A U.S. DEPT. OF INTERIOR BLM ALUM. CAP FOUND IN PLACE; THENCE N.89°5717"E. A DISTANCE OF 1,313.10 FEET TO THE C -S1/16 CORNER 011 SAID SECTION 18, A U.S. DEPT. OP INTERIOR BLM ALUM. CAP FOUND INPLACE; THENCE 5.00°43'14"E. A DISTANCE 011,309.85 FEET TO THE N34 CORNER OF SAID SECTION 19, A 11S. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE N.B9°42'28"E. A DISTANCE OF 1,306.12 FEET TO THE EI/1B CORNER COMMON TO SAID SECTIONS 18 & 19, A US. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE 8.00°08'34"W. A DISTANCE OF 1,32292 FEET TO THE NEI/16 OF SAID SECTION 18, A US. DEPT. OF INTERIOR-BLM ALUM. CAP FOUND IN PLACE; THENCE N.89°43143"E. A DISTANCE OF 1,310.52 FEET TO TBE NE1/16 CORNER COMMON TO SECTIONS 19 &20, AUS. DEPT OF INTERIOR BLM ALUM. CAP FOUND IN PLACE; THENCE 5.00°02'49"E. A DISTANCE OF 1,323.29 FEET TO THE EN OF SAID SECTION 19, A U.S. DEPT. OF INTERIOR-BLM ALUM: CAP FOUND IN PLACE; THENCE 8.00°02'39"E. A DISTANCE OF 1317.76 FEET TO THE 51/16 CORNER COMMON TO SECTIONS 19 AND 20, BEING A REBAR WITH ALUM. CAP MARKED L.S. 28643; THENCE ALONG THE SOUTH LINE OF THE N68ES4 OF SAID SECTION 19 8.89°42'37"W. A DISTANCE OF 2838.02 FEET; THENCE ALONG THE SOITIH LINE OF THE NEWSW%4 OF SAID SECTION 19 8.89°42137"W A DISTANCE OF 1321.65 FEET; THENCE ALONG THE WEST LINE OF THE NEl4S W%4 OF SECTION 19 N.00°23'50" E. A DISTANCE 01 1321.80 FEET; THENCE ALONG THE WEST LINE OF THE SES4NW44 OF SAID SECTION 19 N.00'27'38"E. A DISTANCE OF 1322.61 FEET TO THE NE CORNER OF LOT 2 OF SECTION 19; ' THENCE ALONG THE NORTH LINE OF LOT 2 S.69°48'49"W. A DISTANCE OF 180&00 PEET TOA POINT ON TRE COMMON SECTION LINE OP SAID SECTION 19 AND SAID SECTION 24; THENCE ALONG SAID COMMON SECTION LINE AND WEST LINE OF LOT 1 N.00758'18"E. A DISTANCE 017 100.59 PEET; THENCE CONIINUING ALONG THE COMMON SECTION LINE AND WEST LINE OF LOT 1. N.00°58'16"E. A DISTANCE OF 1222.58 FEET TO THE NW CORNER OF SECTION 19 BEING A FOUND GARFIELD COUNTY SURVEYOR BRASS CAP; THENCE ALONG THE COMMON SECTION LINE OF SAID SECTION 18 Fomi 13426 07/1009 eah1bIt&odt GC63011227 . 1269208141 887152 12/29/2016 11:53:17 AM Page 4 of 6 Jean Alberico, Garfield County, Colorado Rec Fee: $36.00 Doc Fee: $240.00 eRecorded AND SECTION 24 N.0015110"W. A DISTANCE OF 99,11 FEET TO THE SE CORNER OF SAID SECTION 13 BEING A GARFIELD COUNTY SURVEYOR BRASS CAP; THENCE ALONG THE COMMON SECTION LINE OF SAID SECTION 18 AND SAID SECTION 13 AND BEING TBE WEST LINE 01? LOT 4 OF SECTION 18 N.00°02'08"W. A DISTANCE OF 1218.60 FEET TO THE 51/16 CORNER OF SECTION 18; THENCE CONTINUING ALONG THE COMMON SECTION LINE 02 SECTION 18 AND SECTION 13 AND THE WEST LINE OF LOT 3 OF SECTION 18 N.00°05'38"W. A DISTANCE OF 101.31. PEEL' TO THE SI/16 CORNER OF SAID SECTION 13; THENCE LEAVING SAID COMMON SECTION LINE AND ALONG THE NORTH LINE OF THE 8' 8ES OF SECTION 13 8.88°25'16"W. ADISTANCE OF 1321.80 FEET TO THE SEI/16 CORNER OF SECTION 13 BEING A POUND REBAR WITH ALUM. CAP MARKED L.8.10871; THENCE CONTINUING ALONG SAID NORTH LINE OP THE SHSES! 3.88°25'40"W. A DISTANCE OF 1329.19 FEET TO THE C -S 1116 CORNER BEING A FOUND REBAR WITH ALUM CAP MARKED L.6.10871; THENCE ALONG THE SOUTH LINE OF THE NEHSW{S OF SECTION 13 5,89°16'29"W. A DISTANCE OF 381.23 FEET TO APOINT ON AN EXISTING FENCE LINE AS DESCRIBED IN RECEPTION No. 671773; THENCE LEAVING SAID SOUTH LINE OF THE NEMSW A AND ALONG SAID FENCE LINE THE FOLLOWING TWO (2) COURSES WITH ALL CORNERS BEING A SET REBAR WITH CAP LS. 28843: 1) THENCE N.04°00'59"W. A DISTANCE OF 825.92 FEET; 2) 'THENCE N.73°00'291E, A DISTANCE OF 446,91 FEET TO A POINT ON THE EAST LINE OF THE NE3 SW'A OF SAID SECTION 13j THENCE ALONG SAID EAST LINE OF THE NE'ASWMM N.00°10'46"E. A DISTANCE OF 466.57 FEET TO A POINT ON AN EXISTING FENCE LINE AS DESCRIBED IN RECEPTION N0.260224 AS PARCEL 1; THENCE ALONG SAID FENCE LINE AS DESCRIBED THE FOLLOWING FOUR (4) COURSES WITH ALL CORNERS BEING A SET REBAR WITH CAP MARKED LS. 28643: 1) THENCE N.8.756.04"H A DISTANCE OF 1,266.55 FEET; - 2) THENCE N.87°I1'33"E. A DISTANCE OF 603.68 FEET; 3) THENCE N.87641'37"E. A DISTANCE OF 410,98 PEET; 4) THENCE N.88°22'1S"E. A DISTANCE OF 288.12 FEET; TO A POINT ON THE EAST LINE OF SECTION 13; WHENCE THE EH OF SECTION 13, A U.S DEPT. OF INTERIOR BLM ALUM. CAP BEARS N. 00°03'51"E. A DISTANCE OF 28.12 FEET AND POINT A180 BEING A POINT ON THE WESTERLY LINE OFA PARCEL LAND DESCRIBED IN RECEPTION No. 260224 AS PARCEL 2; THENCE ALONG THIN SOUTHERLY AND EASTERLY LINES OF SAID PARCEL THE FOLLOWING TWO (2) COURSES: 1) THENCE N.86°54'51"E. A DISTANCE OF 31.36 FEET 10 A SET REBAR WITH CAP MARKED L.S. 28643; 2) THENCE N.17°59'46"W. A DISTANCE OF 101.34 FEET TO APOINT TO A POINT ON THE WEST LINE 01? SAID SECTION 18 BEING A SET REBAR WITH CAP MARKED L.S. 28643 THENCE LEAVING SAID PARCEL AND ALONG THE WESTERLY LINE OF SAID SECTION 18; N.00°03'S1"W. A DISTANCE OF 340.91 FEET TO A POINT ON THE SOUTHERLY LINE OFA PARCEL OF LAND KNOWN AS 'THE RANCH MANAGER'S PARCEL AS SHOWN ON THE PLAT RECORDED A8 RECEPTION No. 808173; THENCE ALONG SAID SOUTHERLY LINE OF THE RANCH MANAGER'S PARCEL THE FOLLOWING ELEVEN (11) COURSES AND ALL CORNERS BEING A FOUND REBAR WITH CAP MARKED LS. 31944: 1) THENCE 19424 FEET ALONG THE ARC OF A CURVE TO THE LEFT WITH A RAD1175 OF 730.00 FEST, A CENTRAL ANGLE OF 15°14'43", (CHORD BEARS S.62634'311 E., A DISTANCE OF 193.67 FEED; 2) THENCE S. 70°11'54" E A DISTANCE OF 373.07 FEET; 3) THENCE 293.08 PEET ALONG THE ARC OFA CURVE TO THE LEFT WITH A RADIUS OF 830.00 FEET, A CENTRAL ANGLE OF 20°13'54" (CHORD BEARS 5.80°18'51"E. A DISTANCE 01? 28L56 FEET); 4) THENCE N.89°34'12'13. ADISTANCE OF 59.59 FEET; 5) THENCE 276.92 FRET ALONG THE ARC OF A CURVE TO THE LEFT WITRA RADIUS OF 72011. FEST, A CENTRAL ANGLE OF 22602'01" (CHORD BEARS N.78°33'11"E. ADISTANCE OF 275.22 FEET); 6) THENCE 137.76 FM/TALONS THE ARC OF A CURVE TO THE RIGHT WITH A RADIUS OF 25635 FEET, A CENTRAL ANGLE OF 30°45'58" (CHORD BEARS N.82°55'08"E. A DISTANCE OF 13611 PERT); 7) THENCE S.81°41'55"E. A DISTANCE OF 177.77 FEET; 8) THENCE 159.54 FEET ALONG THIN ARC OFA CURVE TO THE RIGHT WITH A RADIUS OF 100.00 FEET; A CENTRAL ANGLE OF 91°24'34" (CHORD BEARS 5.35°59'44"E. A DISTANCE OF 1.43.15 FEET); 9) THENCE 8.09°42'28"W. A DISTANCE 01? 18.50 FEET 10) THENCE 17048 PERT ALONG THE ARC OFA CURVE TO THE RIGHT HAVING A RADIUS OF 1135.00 FEET, A CENTRAL ANGLE OF 08°38'22" (CHORD BEARS 314°00'38"W. A DISTANCE OF 170.32 FEET); 11) THENCE 6.89°53'40"E. A DISTANCE OF 76.23 FEET TO THE TRUE POINT OF BEGINNING. PREPARED BY; RUSSELL G. JONES, COLORADO PLS No. 25850 FOR AND ON BEHALF OF 80PA1S ENGINEERING, LLC Foran 13426 07/2008 exhlMtaodt GC63011227 {28920814} 887152 12/29/2016 11:53:17 AM Page 5 of 6 Jean Alberico, Garfield County, Colorado Rec Fee: $36.00 Doc Fee: $240.00 eRecorded EXHIBIT B EXISTING LEASES AND TENANCIES RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 1, 1912 AT RECEPTION NO. 44550 AND RECORDED DECEMBER 8, 1911 AT RECEPTION NO. 43198 AND RECORDED MAY 2, 1869 AT RECEPTION NO. 243322. RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 01, 1912 UNDER RECEPTION NO. 44551 AND RECORDED DECEMBER 8, 1911 AT RECEPTION NO, 43195 AND 43196. ALL OF THE COAL IN THE LANDS SO PATENTED AND THE RIGHT TO PROSPECT FOR , MINE AND REMOVE SUCH DEPOSITS AS RESERVED IN PATENT RECORDED DECEMBER 8, 1911 AT RECEPTION NO. 43196 AND RECORDED MAY 2, 1969 AT RECEPTION NO. 243322, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. ALL THE OIL AND GAS IN THE LANDS SO PATENTED TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE AND REMOVE SUCH DEPOSITS AS RESERVED IN PATENT RECORDED MAY 2, 1969 AT RECEPTION NO. 243322, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. AN UNDIVIDED ONE-HALF INTEREST IN ALL OIL, GAS AND OTHER MINERALS AS RESERVED IN INSTRUMENT RECORDED NOVEMBER 19, 1960 IN BOOK 331 AT PAGE 210 AT RECEPTION NO. 211865. ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. MINERAL RESERVATION AND ROYALTY AS CONTAINED IN INSTRUMENT RECORDED OCTOBER 29, 1973 AT RECEPTION NO. 260493, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RIGHT OF WAY AND EASEMENT RECORDED JULY 13, 1979 IN BOOK 531 AT PAGE 476. TERMS, CONDITIONS AND PROVISIONS OF UNIT AGREEMENT FOR THE DEVELOPMENT AND OPERATION OF THE GARFIELD II UNIT AREA RECORDED APRIL 11, 1983 IN BOOK624 AT PAGE 624. TERMS, CONDITIONS AND PROVISIONS OF OIL AND GAS LEASE RECORDED JANUARY 08, 1985 AT RECEPTION NO. 358587, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN, TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN HOLY CROSS RIGHT OF WAY RECORDED SEPTEMBER 30, 1996 UNDER RECEPTION NO. 499005 AND CONTRACT FOR SERVICE RECORDED SEPTEMBER 30, 1996 AT RECEPTION NO. 499006. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN DEED RECORDED FEBRUARY 29, 1984 IN BOOK645 AT PAGE 93. TERMS, CONDITIONS AND PROVISIONS OF OIL AND GAS LEASES RECORDED MARCH 30, 1990 AT RECEPTION NO. 411105 AND 411106, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS 887152 12/29/2016 11:53:17 AM Page 6 of 6 Jean Alberico, Garfield County, Colorado Rec Fee: $36.00 Doc Fee: $240.00 eRecorded THEREIN. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN DECLARATION RE: WELL SHARING RECORDED SEPTEMBER 16, 2011 UNDER RECEPTION NO. 808174. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF RANCH MANAGER PARCEL RECORDED SEPTEMBER 16, 2011 UNDER RECEPTION NO. 808173 IN DRAWER 19A. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT AND RESERVING TO THE UNITED STATES OF AMERICA ALL OF THE COAL IN THE LANDS SO PATENTED AND TO IT AND ALL PERSONS AUTHORIZED BY IT, THE RIGHT TO PROSPECT, MINE AND REMOVE THE SAME IN COMPLIANCE WITH THE TERMS, CONDITIONS AND PROVISIONS AND SUBJECT TO THE LIMITATIONS OF THE ACT OF JUNE 22, 1910 AS CONTAINED IN PATENT RECORDED APRIL 4, 1911 AT RECEPTION NO. 41663, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED DECEMBER 18, 1911 AT RECEPTION NO. 43197. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN QUIT CLAIM DEED RECORDED, j2. gliao1.UNDER RECEPTION NO. Sg2SI..P1 28 ANY FACTS, RIGHTS, INTERESTS OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING FACTS SHOWN ON BOUNDARYAMPROVEMENT SURVEY PLAT CERTIFIED DECEMBER 20, 2016 PREPARED BY SOPRIS ENGINEERING JOB NO. 115058: EASEMENTS FOR EAST DIVIDE CREEK DITCH, JOHNSON DITCH, KING HEATHERLY AND JUNE CREEK DITCH. APPARENT EASEMENT FOR OVERHEAD POWERLINES THE EFFECT OF FENCELINES WHICH DO NOT COINCIDE WITH BOUNDARY LINES.